TY  - JOUR
AU  - Todorović, Marija
AU  - Koetsier, Mathieu
AU  - Simović, Nađa
AU  - Glišović, Ivan
AU  - Pavlović, Marko
PY  - 2023
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3089
AB  - In this paper an efficient procedure for obtaining a cohesive law for Mode I timber fracture (crack opening), based on the Double Cantilever Beam (DCB) tests is given. DCB tests were performed on ten European spruce specimens in order to determine the energy release rate vs crack length (R curves). Two crucial parameters - crack length during the experiment and the crack tip opening displacement were obtained using 2D Digital Image Correlation (DIC) technique. In order to determine accurate fracture resistance (R curve), procedure which includes calculating cumulative released energy was employed. The cohesive law for Mode I fracture of wood was obtained by differentiation of the strain energy release rate as a function of the crack tip opening displacement. This cohesive law is further implemented in the successful numerical modelling of failure modes in large-scale end-notched glulam beams which were experimentally tested in four-point bending configuration.
T2  - Wood Research
T1  - Determination of Mode I fracture properties of European spruce
EP  - 347
IS  - 2
SP  - 334
VL  - 68
DO  - 10.37763/wr.1336-4561/68.2.334347
ER  - 

@article{
author = "Todorović, Marija and Koetsier, Mathieu and Simović, Nađa and Glišović, Ivan and Pavlović, Marko",
year = "2023",
abstract = "In this paper an efficient procedure for obtaining a cohesive law for Mode I timber fracture (crack opening), based on the Double Cantilever Beam (DCB) tests is given. DCB tests were performed on ten European spruce specimens in order to determine the energy release rate vs crack length (R curves). Two crucial parameters - crack length during the experiment and the crack tip opening displacement were obtained using 2D Digital Image Correlation (DIC) technique. In order to determine accurate fracture resistance (R curve), procedure which includes calculating cumulative released energy was employed. The cohesive law for Mode I fracture of wood was obtained by differentiation of the strain energy release rate as a function of the crack tip opening displacement. This cohesive law is further implemented in the successful numerical modelling of failure modes in large-scale end-notched glulam beams which were experimentally tested in four-point bending configuration.",
journal = "Wood Research",
title = "Determination of Mode I fracture properties of European spruce",
pages = "347-334",
number = "2",
volume = "68",
doi = "10.37763/wr.1336-4561/68.2.334347"
}

Todorović, M., Koetsier, M., Simović, N., Glišović, I.,& Pavlović, M.. (2023). Determination of Mode I fracture properties of European spruce. in Wood Research, 68(2), 334-347.
https://doi.org/10.37763/wr.1336-4561/68.2.334347

Todorović M, Koetsier M, Simović N, Glišović I, Pavlović M. Determination of Mode I fracture properties of European spruce. in Wood Research. 2023;68(2):334-347.
doi:10.37763/wr.1336-4561/68.2.334347 .

Todorović, Marija, Koetsier, Mathieu, Simović, Nađa, Glišović, Ivan, Pavlović, Marko, "Determination of Mode I fracture properties of European spruce" in Wood Research, 68, no. 2 (2023):334-347,
https://doi.org/10.37763/wr.1336-4561/68.2.334347 . .

TY  - CONF
AU  - Todorović, Marija
AU  - Pavlović, Marko
AU  - Glišović, Ivan
AU  - Koetsier, Mathieu
PY  - 2023
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3124
AB  - This paper presents an experimental procedure for obtaining the fracture resistance (R curve) of solid wood specimens made of spruce. Double Cantilever Beam (DCB) tests were performed in order to determine energy release rate vs crack length in Mode I wood fracture (crack opening). Ten wood specimens were loaded using the Universal Testing Machine and force-displacement curves were recorded. The most important parameter - crack length was monitored as the crack propagates using Digital Image Correlation (DIC) method. In order to obtain accurate R curve results, procedure which includes calculating cumulative released energy was employed. The cohesive energy Gf was determined based on the R curves. These results can further be analysed in order to obtain cohesive law for Mode I fracture of wood.
C3  - Proceedings from the 13th World Conference on Timber Engineering 2023, Oslo
T1  - Experimental determination of R curves for European spruce using DCB tests
DO  - 10.52202/069179-0055
ER  - 

@conference{
author = "Todorović, Marija and Pavlović, Marko and Glišović, Ivan and Koetsier, Mathieu",
year = "2023",
abstract = "This paper presents an experimental procedure for obtaining the fracture resistance (R curve) of solid wood specimens made of spruce. Double Cantilever Beam (DCB) tests were performed in order to determine energy release rate vs crack length in Mode I wood fracture (crack opening). Ten wood specimens were loaded using the Universal Testing Machine and force-displacement curves were recorded. The most important parameter - crack length was monitored as the crack propagates using Digital Image Correlation (DIC) method. In order to obtain accurate R curve results, procedure which includes calculating cumulative released energy was employed. The cohesive energy Gf was determined based on the R curves. These results can further be analysed in order to obtain cohesive law for Mode I fracture of wood.",
journal = "Proceedings from the 13th World Conference on Timber Engineering 2023, Oslo",
title = "Experimental determination of R curves for European spruce using DCB tests",
doi = "10.52202/069179-0055"
}

Todorović, M., Pavlović, M., Glišović, I.,& Koetsier, M.. (2023). Experimental determination of R curves for European spruce using DCB tests. in Proceedings from the 13th World Conference on Timber Engineering 2023, Oslo.
https://doi.org/10.52202/069179-0055

Todorović M, Pavlović M, Glišović I, Koetsier M. Experimental determination of R curves for European spruce using DCB tests. in Proceedings from the 13th World Conference on Timber Engineering 2023, Oslo. 2023;.
doi:10.52202/069179-0055 .

Todorović, Marija, Pavlović, Marko, Glišović, Ivan, Koetsier, Mathieu, "Experimental determination of R curves for European spruce using DCB tests" in Proceedings from the 13th World Conference on Timber Engineering 2023, Oslo (2023),
https://doi.org/10.52202/069179-0055 . .

TY  - JOUR
AU  - Gluhović, Nina
AU  - Marković, Zlatko
AU  - Spremić, Milan
AU  - Pavlović, Marko
PY  - 2020
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2077
AB  - Nowadays, in prefabricated composite construction, composite action between steel beam and concrete slab is often achieved with positioning of shear connectors in envisaged openings of concrete slabs. Prefabricated concrete slabs are used for composite steel-concrete buildings and bridges, both for the construction of new structures and for renovation of existing ones, significantly reducing construction time. Development of different types of shear connectors represent alternative solution to the traditionally used headed studs, considering their shear resistance, stiffness and ductility. New types of shear connectors tend to reduce the construction time and overall construction cost. Mechanically fastened shear connectors represent a viable alternative to headed studs, considering their fast installation process and shear resistance. X-HVB shear connectors are attached to the steel beam with two cartridge fired pins. The first step towards extensive implementation of X-HVB shear connectors in composite construction is to understand their behaviour through experimental investigation. Results of the push-out tests, in accordance to
Eurocode 4, with X-HVB 110 shear connectors positioned in envisaged openings of prefabricated concrete slabs are presented in this paper. The experimental investigation comprised three different specimen’s layout. Group arrangement of X-HVB shear connectors in envisaged openings included specimens with minimal recommended distances and specimens with reduced distances between connectors in both directions. Influence of different installation procedures on overall behaviour of the connection is presented, as well as the orientation of shear connectors relative to the shear force direction. Influence of variations is characterized in terms of failure mechanisms, shear resistance and ductility.
PB  - Techno Press
T2  - Steel and Composite Structures
T1  - Mechanically fastened shear connectors in prefabricated concrete slabs – experimental analysis
VL  - 36
DO  - 10.12989/scs.2020.36.4.369
ER  - 

@article{
author = "Gluhović, Nina and Marković, Zlatko and Spremić, Milan and Pavlović, Marko",
year = "2020",
abstract = "Nowadays, in prefabricated composite construction, composite action between steel beam and concrete slab is often achieved with positioning of shear connectors in envisaged openings of concrete slabs. Prefabricated concrete slabs are used for composite steel-concrete buildings and bridges, both for the construction of new structures and for renovation of existing ones, significantly reducing construction time. Development of different types of shear connectors represent alternative solution to the traditionally used headed studs, considering their shear resistance, stiffness and ductility. New types of shear connectors tend to reduce the construction time and overall construction cost. Mechanically fastened shear connectors represent a viable alternative to headed studs, considering their fast installation process and shear resistance. X-HVB shear connectors are attached to the steel beam with two cartridge fired pins. The first step towards extensive implementation of X-HVB shear connectors in composite construction is to understand their behaviour through experimental investigation. Results of the push-out tests, in accordance to
Eurocode 4, with X-HVB 110 shear connectors positioned in envisaged openings of prefabricated concrete slabs are presented in this paper. The experimental investigation comprised three different specimen’s layout. Group arrangement of X-HVB shear connectors in envisaged openings included specimens with minimal recommended distances and specimens with reduced distances between connectors in both directions. Influence of different installation procedures on overall behaviour of the connection is presented, as well as the orientation of shear connectors relative to the shear force direction. Influence of variations is characterized in terms of failure mechanisms, shear resistance and ductility.",
publisher = "Techno Press",
journal = "Steel and Composite Structures",
title = "Mechanically fastened shear connectors in prefabricated concrete slabs – experimental analysis",
volume = "36",
doi = "10.12989/scs.2020.36.4.369"
}

Gluhović, N., Marković, Z., Spremić, M.,& Pavlović, M.. (2020). Mechanically fastened shear connectors in prefabricated concrete slabs – experimental analysis. in Steel and Composite Structures
Techno Press., 36.
https://doi.org/10.12989/scs.2020.36.4.369

Gluhović N, Marković Z, Spremić M, Pavlović M. Mechanically fastened shear connectors in prefabricated concrete slabs – experimental analysis. in Steel and Composite Structures. 2020;36.
doi:10.12989/scs.2020.36.4.369 .

Gluhović, Nina, Marković, Zlatko, Spremić, Milan, Pavlović, Marko, "Mechanically fastened shear connectors in prefabricated concrete slabs – experimental analysis" in Steel and Composite Structures, 36 (2020),
https://doi.org/10.12989/scs.2020.36.4.369 . .

TY  - JOUR
AU  - Gluhović, Nina
AU  - Marković, Zlatko
AU  - Spremić, Milan
AU  - Pavlović, Marko
PY  - 2019
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2104
AB  - Savremeni trendovi u građevinarstvu u oblasti spregnutih konstrukcija od čelika i betona najčešće se ogledaju u povećanim zahtevima za ubrzanom gradnjom, razvojem novih vrsta sredstava za sprezanje i prefabrikovanom gradnjom. Mehanički spojena sredstva za sprezanje predstavljaju alternativu tradicionalno korištenim zavarenim moždanicima sa glavom. Veza ovakvih sredstava za sprezanje sa čeličnim nosačima ostvaruje se pomoću različitih mehaničkih spojnih sredstava koji se ugrađuju procesom eksplozivnog upucavanja. U literaturi se ova mehanička spojna sredstva najčešće označavaju kao ekseri sa eksplozivnim upucavanjem. Mehanički spojena sredstva za sprezanje čine jedinstven sistem formiran od samog sredstva za sprezanje, odnosno moždanika i mehaničkog spojnog sredstva, odnosno eksera. Stoga je njihovo ponašanje u spregnutim konstrukcijama u direktnoj vezi sa ponašanjem eksera sa eksplozivnim upucavanjem. Za razliku od zavarenih moždanika sa glavom ili zavrtenjeva kao sredstava za sprezanje koji se često koriste u zgradarstvu, ponašanje mehanički spojenih sredstava za sprezanje u literaturi nije još uvek detaljno objašnjeno. U ovom radu dat je prikaz X-HVB moždanika kao najpoznatijeg predstavnika mehanički spojenih sredstava za sprezanje. Objašnjeno je njihovo ponašanje u spregnutim konstrukcijama i prikazane su osnovne karakteristike eksera sa eksplozivnim upucavanjem.
PB  - Savez građevinskih inženjera Srbije
T2  - Građevinski kalendar
T1  - Primena mehanički spojenih sredstava za sprezanje u spregnutim konstrukcijama
VL  - 51
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2104
ER  - 

@article{
author = "Gluhović, Nina and Marković, Zlatko and Spremić, Milan and Pavlović, Marko",
year = "2019",
abstract = "Savremeni trendovi u građevinarstvu u oblasti spregnutih konstrukcija od čelika i betona najčešće se ogledaju u povećanim zahtevima za ubrzanom gradnjom, razvojem novih vrsta sredstava za sprezanje i prefabrikovanom gradnjom. Mehanički spojena sredstva za sprezanje predstavljaju alternativu tradicionalno korištenim zavarenim moždanicima sa glavom. Veza ovakvih sredstava za sprezanje sa čeličnim nosačima ostvaruje se pomoću različitih mehaničkih spojnih sredstava koji se ugrađuju procesom eksplozivnog upucavanja. U literaturi se ova mehanička spojna sredstva najčešće označavaju kao ekseri sa eksplozivnim upucavanjem. Mehanički spojena sredstva za sprezanje čine jedinstven sistem formiran od samog sredstva za sprezanje, odnosno moždanika i mehaničkog spojnog sredstva, odnosno eksera. Stoga je njihovo ponašanje u spregnutim konstrukcijama u direktnoj vezi sa ponašanjem eksera sa eksplozivnim upucavanjem. Za razliku od zavarenih moždanika sa glavom ili zavrtenjeva kao sredstava za sprezanje koji se često koriste u zgradarstvu, ponašanje mehanički spojenih sredstava za sprezanje u literaturi nije još uvek detaljno objašnjeno. U ovom radu dat je prikaz X-HVB moždanika kao najpoznatijeg predstavnika mehanički spojenih sredstava za sprezanje. Objašnjeno je njihovo ponašanje u spregnutim konstrukcijama i prikazane su osnovne karakteristike eksera sa eksplozivnim upucavanjem.",
publisher = "Savez građevinskih inženjera Srbije",
journal = "Građevinski kalendar",
title = "Primena mehanički spojenih sredstava za sprezanje u spregnutim konstrukcijama",
volume = "51",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2104"
}

Gluhović, N., Marković, Z., Spremić, M.,& Pavlović, M.. (2019). Primena mehanički spojenih sredstava za sprezanje u spregnutim konstrukcijama. in Građevinski kalendar
Savez građevinskih inženjera Srbije., 51.
https://hdl.handle.net/21.15107/rcub_grafar_2104

Gluhović N, Marković Z, Spremić M, Pavlović M. Primena mehanički spojenih sredstava za sprezanje u spregnutim konstrukcijama. in Građevinski kalendar. 2019;51.
https://hdl.handle.net/21.15107/rcub_grafar_2104 .

Gluhović, Nina, Marković, Zlatko, Spremić, Milan, Pavlović, Marko, "Primena mehanički spojenih sredstava za sprezanje u spregnutim konstrukcijama" in Građevinski kalendar, 51 (2019),
https://hdl.handle.net/21.15107/rcub_grafar_2104 .

TY  - JOUR
AU  - Gluhović, Nina
AU  - Spremić, Milan
AU  - Pavlović, Marko
AU  - Marković, Zlatko
PY  - 2019
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1646
AB  - One of the most important acceptance issues regarding the implementation of small-scale wind turbines in urban environments is related to human comfort. Turbine-induced vibrations can have a large influence on small-scale turbine implementation for urban wind harvesting. A typical five-storey steel-framed office building with a roof-mounted, horizontal-axis wind turbine was numerically analysed. The aim of the work was to investigate the increase in vibration after the installation of the turbine. A comparison was made between floor vibrations caused by wind action on the building only and by wind action on the building and turbine combined. The results were then compared with requirements given in various design codes. The main outcome of the analysis is that the installation of the turbine did not compromise the building's serviceability.
T2  - Proceedings of the Institution of Civil Engineers - Structures and Buildings
T1  - Numerical study of vibrations induced by horizontal-axis wind turbine on a steel building
EP  - 598
IS  - 8
SP  - 590
VL  - 172
DO  - 10.1680/jstbu.17.00168
ER  - 

@article{
author = "Gluhović, Nina and Spremić, Milan and Pavlović, Marko and Marković, Zlatko",
year = "2019",
abstract = "One of the most important acceptance issues regarding the implementation of small-scale wind turbines in urban environments is related to human comfort. Turbine-induced vibrations can have a large influence on small-scale turbine implementation for urban wind harvesting. A typical five-storey steel-framed office building with a roof-mounted, horizontal-axis wind turbine was numerically analysed. The aim of the work was to investigate the increase in vibration after the installation of the turbine. A comparison was made between floor vibrations caused by wind action on the building only and by wind action on the building and turbine combined. The results were then compared with requirements given in various design codes. The main outcome of the analysis is that the installation of the turbine did not compromise the building's serviceability.",
journal = "Proceedings of the Institution of Civil Engineers - Structures and Buildings",
title = "Numerical study of vibrations induced by horizontal-axis wind turbine on a steel building",
pages = "598-590",
number = "8",
volume = "172",
doi = "10.1680/jstbu.17.00168"
}

Gluhović, N., Spremić, M., Pavlović, M.,& Marković, Z.. (2019). Numerical study of vibrations induced by horizontal-axis wind turbine on a steel building. in Proceedings of the Institution of Civil Engineers - Structures and Buildings, 172(8), 590-598.
https://doi.org/10.1680/jstbu.17.00168

Gluhović N, Spremić M, Pavlović M, Marković Z. Numerical study of vibrations induced by horizontal-axis wind turbine on a steel building. in Proceedings of the Institution of Civil Engineers - Structures and Buildings. 2019;172(8):590-598.
doi:10.1680/jstbu.17.00168 .

Gluhović, Nina, Spremić, Milan, Pavlović, Marko, Marković, Zlatko, "Numerical study of vibrations induced by horizontal-axis wind turbine on a steel building" in Proceedings of the Institution of Civil Engineers - Structures and Buildings, 172, no. 8 (2019):590-598,
https://doi.org/10.1680/jstbu.17.00168 . .

TY  - JOUR
AU  - Milosavljević, Branko
AU  - Milićević, Ivan
AU  - Pavlović, Marko
AU  - Spremić, Milan
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/947
AB  - The research of shear connectors composed from mechanical couplers with rebar anchors, embedded in concrete, and steel bolts, as a mean of shear transfer in composite connections is presented in the paper. Specific issues related to this type of connections are local concrete pressure in the connector vicinity as well as the shear flow along the connector axis. The experimental research included 18 specimens, arranged in 5 series. Nonlinear numerical analyses using Abaqus software was conducted on corresponding FE models. Different failure modes were analysed, with emphasis on concrete edge failure and bolt shear failure. The influence of key parameters on the behaviour of shear connector was examined: (1) concrete compression strength, (2) bolt tensile strength and diameter and (3) concrete edge distance. It is concluded that bolted shear connectors with mechanical couplers have sufficient capacity to be used as shear connectors in composite structures and that their behaviour is similar to the behaviour of post installed anchors as well as other types of connectors anchored without the head.
PB  - Techno Press
T2  - Steel and Composite Structures
T1  - Static behaviour of bolted shear connectors with mechanical coupler embedded in concrete
EP  - 272
IS  - 2
SP  - 257
VL  - 29
DO  - 10.12989/scs.2018.29.2.257
ER  - 

@article{
author = "Milosavljević, Branko and Milićević, Ivan and Pavlović, Marko and Spremić, Milan",
year = "2018",
abstract = "The research of shear connectors composed from mechanical couplers with rebar anchors, embedded in concrete, and steel bolts, as a mean of shear transfer in composite connections is presented in the paper. Specific issues related to this type of connections are local concrete pressure in the connector vicinity as well as the shear flow along the connector axis. The experimental research included 18 specimens, arranged in 5 series. Nonlinear numerical analyses using Abaqus software was conducted on corresponding FE models. Different failure modes were analysed, with emphasis on concrete edge failure and bolt shear failure. The influence of key parameters on the behaviour of shear connector was examined: (1) concrete compression strength, (2) bolt tensile strength and diameter and (3) concrete edge distance. It is concluded that bolted shear connectors with mechanical couplers have sufficient capacity to be used as shear connectors in composite structures and that their behaviour is similar to the behaviour of post installed anchors as well as other types of connectors anchored without the head.",
publisher = "Techno Press",
journal = "Steel and Composite Structures",
title = "Static behaviour of bolted shear connectors with mechanical coupler embedded in concrete",
pages = "272-257",
number = "2",
volume = "29",
doi = "10.12989/scs.2018.29.2.257"
}

Milosavljević, B., Milićević, I., Pavlović, M.,& Spremić, M.. (2018). Static behaviour of bolted shear connectors with mechanical coupler embedded in concrete. in Steel and Composite Structures
Techno Press., 29(2), 257-272.
https://doi.org/10.12989/scs.2018.29.2.257

Milosavljević B, Milićević I, Pavlović M, Spremić M. Static behaviour of bolted shear connectors with mechanical coupler embedded in concrete. in Steel and Composite Structures. 2018;29(2):257-272.
doi:10.12989/scs.2018.29.2.257 .

Milosavljević, Branko, Milićević, Ivan, Pavlović, Marko, Spremić, Milan, "Static behaviour of bolted shear connectors with mechanical coupler embedded in concrete" in Steel and Composite Structures, 29, no. 2 (2018):257-272,
https://doi.org/10.12989/scs.2018.29.2.257 . .

TY  - JOUR
AU  - Dobrić, Jelena
AU  - Pavlović, Marko
AU  - Marković, Zlatko
AU  - Buđevac, Dragan
AU  - Spremić, Milan
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/950
AB  - In parallel with an experimental investigation of the flexural buckling behaviour of built-up stainless steel columns presented in the accompanying paper (Dobric et al., submitted for publication), a detailed Finite Element Analysis (FEA) has been performed to simulate the experiment and identify the key factors affecting the buckling response. The FEA entailed realistic geometry, measured geometric imperfections and material properties of the specimens. Very good agreement was obtained between the experiment and FEA, which proved the capability of the computational approach to replicate experimental results and predict ultimate buckling loads. In the absence of explicit design rules for flexural buckling resistance of stainless steel closely spaced built-up members, the experimental results were compared with design predictions according to the existing European Standard and American Specification for carbon steel structures. The findings indicate that the mentioned design standards may be very conservative regarding the buckling resistance of stainless steel built-up members; this under-prediction may be associated with the impact assessment of chord slenderness and interconnection stiffness on the buckling response. The main purpose of this research is to establish a qualitative data base reliable for the further quantitative numerical parameter analysis and for the development of new design rules for compressed stainless steel cold-formed built-up members.
PB  - Elsevier Ltd
T2  - Journal of Constructional Steel Research
T1  - Resistance of cold-formed built-up stainless steel columns - Part II: Numerical simulation
EP  - 260
SP  - 247
VL  - 140
DO  - 10.1016/j.jcsr.2017.10.032
ER  - 

@article{
author = "Dobrić, Jelena and Pavlović, Marko and Marković, Zlatko and Buđevac, Dragan and Spremić, Milan",
year = "2018",
abstract = "In parallel with an experimental investigation of the flexural buckling behaviour of built-up stainless steel columns presented in the accompanying paper (Dobric et al., submitted for publication), a detailed Finite Element Analysis (FEA) has been performed to simulate the experiment and identify the key factors affecting the buckling response. The FEA entailed realistic geometry, measured geometric imperfections and material properties of the specimens. Very good agreement was obtained between the experiment and FEA, which proved the capability of the computational approach to replicate experimental results and predict ultimate buckling loads. In the absence of explicit design rules for flexural buckling resistance of stainless steel closely spaced built-up members, the experimental results were compared with design predictions according to the existing European Standard and American Specification for carbon steel structures. The findings indicate that the mentioned design standards may be very conservative regarding the buckling resistance of stainless steel built-up members; this under-prediction may be associated with the impact assessment of chord slenderness and interconnection stiffness on the buckling response. The main purpose of this research is to establish a qualitative data base reliable for the further quantitative numerical parameter analysis and for the development of new design rules for compressed stainless steel cold-formed built-up members.",
publisher = "Elsevier Ltd",
journal = "Journal of Constructional Steel Research",
title = "Resistance of cold-formed built-up stainless steel columns - Part II: Numerical simulation",
pages = "260-247",
volume = "140",
doi = "10.1016/j.jcsr.2017.10.032"
}

Dobrić, J., Pavlović, M., Marković, Z., Buđevac, D.,& Spremić, M.. (2018). Resistance of cold-formed built-up stainless steel columns - Part II: Numerical simulation. in Journal of Constructional Steel Research
Elsevier Ltd., 140, 247-260.
https://doi.org/10.1016/j.jcsr.2017.10.032

Dobrić J, Pavlović M, Marković Z, Buđevac D, Spremić M. Resistance of cold-formed built-up stainless steel columns - Part II: Numerical simulation. in Journal of Constructional Steel Research. 2018;140:247-260.
doi:10.1016/j.jcsr.2017.10.032 .

Dobrić, Jelena, Pavlović, Marko, Marković, Zlatko, Buđevac, Dragan, Spremić, Milan, "Resistance of cold-formed built-up stainless steel columns - Part II: Numerical simulation" in Journal of Constructional Steel Research, 140 (2018):247-260,
https://doi.org/10.1016/j.jcsr.2017.10.032 . .

TY  - JOUR
AU  - Spremić, Milan
AU  - Pavlović, Marko
AU  - Marković, Zlatko
AU  - Veljković, Milan
AU  - Buđevac, Dragan
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/949
AB  - Existing design codes for steel-concrete composite structures give only general information about the shear connection provided by headed studs in group arrangement. Grouting of the openings in prefabricated concrete slabs, where the grouped headed studs are placed in the deck pockets is alternative to cast-in-place decks to accomplish fast execution of composite structures. This paper considers the possibility to reduce the distance between the studs within the group, bellow the Eurocode limitations. This may lead to increased competitiveness of the prefabricated construction because more studs are placed in the group if negative effectives of smaller distances between studs are limited. The main purpose of this work is to investigate these limits and propose an analytical calculation model for prediction of the shear resistance of grouped stud arrangements in the deck pockets. An advanced FEA model, validated by results of push-out experiments, is used to analyze the shear behavior of the grouped stud with smaller distance between them than recommended by EN 1994-1. Calculation model for shear resistance, which is consistent with the existing Eurocode rules, is proposed based on a newly introduced equivalent diameter of the stud group, d(G). The new calculation model is validated by comparison to the results of FE parametric study. The distance between the studs in the longitudinal direction and the number of stud rows and columns in the group are considered as the main variables.
PB  - Techno Press
T2  - Steel and Composite Structures
T1  - FE validation of the equivalent diameter calculation model for grouped headed studs
EP  - 386
IS  - 3
SP  - 375
VL  - 26
DO  - 10.12989/scs.2018.26.3.375
ER  - 

@article{
author = "Spremić, Milan and Pavlović, Marko and Marković, Zlatko and Veljković, Milan and Buđevac, Dragan",
year = "2018",
abstract = "Existing design codes for steel-concrete composite structures give only general information about the shear connection provided by headed studs in group arrangement. Grouting of the openings in prefabricated concrete slabs, where the grouped headed studs are placed in the deck pockets is alternative to cast-in-place decks to accomplish fast execution of composite structures. This paper considers the possibility to reduce the distance between the studs within the group, bellow the Eurocode limitations. This may lead to increased competitiveness of the prefabricated construction because more studs are placed in the group if negative effectives of smaller distances between studs are limited. The main purpose of this work is to investigate these limits and propose an analytical calculation model for prediction of the shear resistance of grouped stud arrangements in the deck pockets. An advanced FEA model, validated by results of push-out experiments, is used to analyze the shear behavior of the grouped stud with smaller distance between them than recommended by EN 1994-1. Calculation model for shear resistance, which is consistent with the existing Eurocode rules, is proposed based on a newly introduced equivalent diameter of the stud group, d(G). The new calculation model is validated by comparison to the results of FE parametric study. The distance between the studs in the longitudinal direction and the number of stud rows and columns in the group are considered as the main variables.",
publisher = "Techno Press",
journal = "Steel and Composite Structures",
title = "FE validation of the equivalent diameter calculation model for grouped headed studs",
pages = "386-375",
number = "3",
volume = "26",
doi = "10.12989/scs.2018.26.3.375"
}

Spremić, M., Pavlović, M., Marković, Z., Veljković, M.,& Buđevac, D.. (2018). FE validation of the equivalent diameter calculation model for grouped headed studs. in Steel and Composite Structures
Techno Press., 26(3), 375-386.
https://doi.org/10.12989/scs.2018.26.3.375

Spremić M, Pavlović M, Marković Z, Veljković M, Buđevac D. FE validation of the equivalent diameter calculation model for grouped headed studs. in Steel and Composite Structures. 2018;26(3):375-386.
doi:10.12989/scs.2018.26.3.375 .

Spremić, Milan, Pavlović, Marko, Marković, Zlatko, Veljković, Milan, Buđevac, Dragan, "FE validation of the equivalent diameter calculation model for grouped headed studs" in Steel and Composite Structures, 26, no. 3 (2018):375-386,
https://doi.org/10.12989/scs.2018.26.3.375 . .

TY  - CONF
AU  - Bojović, A.
AU  - Mora, A.
AU  - Marković, Zlatko
AU  - Pavlović, Marko
AU  - Novaković, N.
AU  - Spremić, Milan
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/904
AB  - The Railway road bridge in Novi Sad is situated on the international railroad Belgrade-Budapest. The bridge is designed for two railway tracks (with design speed of 160 km/h), two road lanes and two footpaths. The bridge structure consists of four structures: two approach composite bridges at the banks and two steel tied network arch bridges over the river and transition structure between two arches. The spans are 27.0+177.0+ 3.0+219.0+48.0 m, totally 474.0 m in length. The rises of arches are 34.0 m and 42.0 m respectively. The width of the bridge is 31.440 m. The arches and ties, as well as the girders of the approach spans, are steel box girders. The decks of all bridge structures are the composite reinforced concrete slabs with thickness of 300 mm, locally 400 mm. The launching was very complex, in both analysis and construction. The arch bridges were fully assembled on the banks and launched by skids over the bank and by pontoons over the river, to the final position on piers. The bridge was designed fully according to European standards and additionally - according to requirements of German codes DIN-Fachbericht 101 to 104 Edition 2009 and Deutsche Bahn Richtlinie 804, Edition 2003. The bridge is, despite of heavy loads and structural complexity, very rational in steel volumes and construction costs as well. The bridge is also, with the arch span of L = 219 m, the bridge with the longest span in the world in the category of tied network arch bridges with two rail tracks. The bridge is open to rail traffic at 7th April 2018.
PB  - Institute of Physics Publishing
C3  - 9th International Symposium On Steel Bridges
T1  - Railway Road Bridge in Novi Sad - Steel tied network arches across the Danube
VL  - 419
DO  - 10.1088/1757-899X/419/1/012032
ER  - 

@conference{
author = "Bojović, A. and Mora, A. and Marković, Zlatko and Pavlović, Marko and Novaković, N. and Spremić, Milan",
year = "2018",
abstract = "The Railway road bridge in Novi Sad is situated on the international railroad Belgrade-Budapest. The bridge is designed for two railway tracks (with design speed of 160 km/h), two road lanes and two footpaths. The bridge structure consists of four structures: two approach composite bridges at the banks and two steel tied network arch bridges over the river and transition structure between two arches. The spans are 27.0+177.0+ 3.0+219.0+48.0 m, totally 474.0 m in length. The rises of arches are 34.0 m and 42.0 m respectively. The width of the bridge is 31.440 m. The arches and ties, as well as the girders of the approach spans, are steel box girders. The decks of all bridge structures are the composite reinforced concrete slabs with thickness of 300 mm, locally 400 mm. The launching was very complex, in both analysis and construction. The arch bridges were fully assembled on the banks and launched by skids over the bank and by pontoons over the river, to the final position on piers. The bridge was designed fully according to European standards and additionally - according to requirements of German codes DIN-Fachbericht 101 to 104 Edition 2009 and Deutsche Bahn Richtlinie 804, Edition 2003. The bridge is, despite of heavy loads and structural complexity, very rational in steel volumes and construction costs as well. The bridge is also, with the arch span of L = 219 m, the bridge with the longest span in the world in the category of tied network arch bridges with two rail tracks. The bridge is open to rail traffic at 7th April 2018.",
publisher = "Institute of Physics Publishing",
journal = "9th International Symposium On Steel Bridges",
title = "Railway Road Bridge in Novi Sad - Steel tied network arches across the Danube",
volume = "419",
doi = "10.1088/1757-899X/419/1/012032"
}

Bojović, A., Mora, A., Marković, Z., Pavlović, M., Novaković, N.,& Spremić, M.. (2018). Railway Road Bridge in Novi Sad - Steel tied network arches across the Danube. in 9th International Symposium On Steel Bridges
Institute of Physics Publishing., 419.
https://doi.org/10.1088/1757-899X/419/1/012032

Bojović A, Mora A, Marković Z, Pavlović M, Novaković N, Spremić M. Railway Road Bridge in Novi Sad - Steel tied network arches across the Danube. in 9th International Symposium On Steel Bridges. 2018;419.
doi:10.1088/1757-899X/419/1/012032 .

Bojović, A., Mora, A., Marković, Zlatko, Pavlović, Marko, Novaković, N., Spremić, Milan, "Railway Road Bridge in Novi Sad - Steel tied network arches across the Danube" in 9th International Symposium On Steel Bridges, 419 (2018),
https://doi.org/10.1088/1757-899X/419/1/012032 . .

TY  - JOUR
AU  - Glišović, Ivan
AU  - Pavlović, Marko
AU  - Stevanović, Boško
AU  - Todorović, Marija
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/839
AB  - This paper presents an analysis of bending behaviour of glued laminated timber (glulam) beams reinforced with carbon fibre reinforced polymer (CFRP) plates, based on finite element numerical modelling. Nonlinear 3-dimensional model was developed and validated by experimental tests carried out on unreinforced beams and beams reinforced with two different reinforcement arrangements. Suitable constitutive relationships for each material were utilised in the model, as well as anisotropic plasticity theory for timber in compression. Adhesive bond between CFRP plate and timber was modelled as a perfect connection. Beam failure in the model was defined by maximum stress criterion. The predicted behaviour of beams has shown good agreement with the experimental results in relation to load-deflection relationship, ultimate load, elastic stiffness and strain profile distribution. The non-linear behaviour of reinforced beams before failure was also achieved in the numerical analysis, confirming the finite element model to be accurate past the linear-elastic range. Experimentally tested reinforced beams usually failed in tensile zone after compressive plasticization of top lamination, which was also simulated in the numerical model. The results proved that the load carrying capacity, stiffness and ductility of glulam beams were successfully increased by addition of CFRP plate at tension side of the section.
PB  - Taylor and Francis Ltd.
T2  - Journal of Civil Engineering and Management
T1  - Numerical analysis of glulam beams reinforced with cfrp plates
EP  - 879
IS  - 7
SP  - 868
VL  - 23
DO  - 10.3846/13923730.2017.1341953
ER  - 

@article{
author = "Glišović, Ivan and Pavlović, Marko and Stevanović, Boško and Todorović, Marija",
year = "2017",
abstract = "This paper presents an analysis of bending behaviour of glued laminated timber (glulam) beams reinforced with carbon fibre reinforced polymer (CFRP) plates, based on finite element numerical modelling. Nonlinear 3-dimensional model was developed and validated by experimental tests carried out on unreinforced beams and beams reinforced with two different reinforcement arrangements. Suitable constitutive relationships for each material were utilised in the model, as well as anisotropic plasticity theory for timber in compression. Adhesive bond between CFRP plate and timber was modelled as a perfect connection. Beam failure in the model was defined by maximum stress criterion. The predicted behaviour of beams has shown good agreement with the experimental results in relation to load-deflection relationship, ultimate load, elastic stiffness and strain profile distribution. The non-linear behaviour of reinforced beams before failure was also achieved in the numerical analysis, confirming the finite element model to be accurate past the linear-elastic range. Experimentally tested reinforced beams usually failed in tensile zone after compressive plasticization of top lamination, which was also simulated in the numerical model. The results proved that the load carrying capacity, stiffness and ductility of glulam beams were successfully increased by addition of CFRP plate at tension side of the section.",
publisher = "Taylor and Francis Ltd.",
journal = "Journal of Civil Engineering and Management",
title = "Numerical analysis of glulam beams reinforced with cfrp plates",
pages = "879-868",
number = "7",
volume = "23",
doi = "10.3846/13923730.2017.1341953"
}

Glišović, I., Pavlović, M., Stevanović, B.,& Todorović, M.. (2017). Numerical analysis of glulam beams reinforced with cfrp plates. in Journal of Civil Engineering and Management
Taylor and Francis Ltd.., 23(7), 868-879.
https://doi.org/10.3846/13923730.2017.1341953

Glišović I, Pavlović M, Stevanović B, Todorović M. Numerical analysis of glulam beams reinforced with cfrp plates. in Journal of Civil Engineering and Management. 2017;23(7):868-879.
doi:10.3846/13923730.2017.1341953 .

Glišović, Ivan, Pavlović, Marko, Stevanović, Boško, Todorović, Marija, "Numerical analysis of glulam beams reinforced with cfrp plates" in Journal of Civil Engineering and Management, 23, no. 7 (2017):868-879,
https://doi.org/10.3846/13923730.2017.1341953 . .

TY  - CONF
AU  - Gluhović, Nina
AU  - Spremić, Milan
AU  - Pavlović, Marko
AU  - Marković, Zlatko
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1583
AB  - One of the most important acceptance issues regarding implementation of the small-scale wind turbines in urban environments is related to the human comfort. Human perception of vibrations is very sensitive and thereforeturbine induced vibrations can havebig influence on the implementation of urban wind harvestingby small-scale turbines at the top of buildings. The aim of this work is to investigate increase of vibrationsin a steel building after installation of small-scale turbine at the roof.Comparison is made between floor vibrations influenced by wind action on the building only and together with the roof mounted turbine.Five story steel building with regular shape is analyzed with horizontal axis wind turbine (HAWT) on top with rotor diameter of 5 m. Turbulent wind profile is generated and used in time-history analysis of the building. Increased floor vibrations in the area around wind turbine installation are obtained.Results of the analysis in terms of accelerations arecompared to the requirements in relevant design codes.
PB  - TU1304 COST Action, Coimbra
C3  - International Conference on Wind Energy Harvesting, April 20‐21, 2017, University of Coimbra, Coimbra, Portugal : WINERcost 17
T1  - Numerical study of vibrations in a steel building induced by roof mounted small scale HAWT
EP  - 199
SP  - 196
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1583
ER  - 

@conference{
author = "Gluhović, Nina and Spremić, Milan and Pavlović, Marko and Marković, Zlatko",
year = "2017",
abstract = "One of the most important acceptance issues regarding implementation of the small-scale wind turbines in urban environments is related to the human comfort. Human perception of vibrations is very sensitive and thereforeturbine induced vibrations can havebig influence on the implementation of urban wind harvestingby small-scale turbines at the top of buildings. The aim of this work is to investigate increase of vibrationsin a steel building after installation of small-scale turbine at the roof.Comparison is made between floor vibrations influenced by wind action on the building only and together with the roof mounted turbine.Five story steel building with regular shape is analyzed with horizontal axis wind turbine (HAWT) on top with rotor diameter of 5 m. Turbulent wind profile is generated and used in time-history analysis of the building. Increased floor vibrations in the area around wind turbine installation are obtained.Results of the analysis in terms of accelerations arecompared to the requirements in relevant design codes.",
publisher = "TU1304 COST Action, Coimbra",
journal = "International Conference on Wind Energy Harvesting, April 20‐21, 2017, University of Coimbra, Coimbra, Portugal : WINERcost 17",
title = "Numerical study of vibrations in a steel building induced by roof mounted small scale HAWT",
pages = "199-196",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1583"
}

Gluhović, N., Spremić, M., Pavlović, M.,& Marković, Z.. (2017). Numerical study of vibrations in a steel building induced by roof mounted small scale HAWT. in International Conference on Wind Energy Harvesting, April 20‐21, 2017, University of Coimbra, Coimbra, Portugal : WINERcost 17
TU1304 COST Action, Coimbra., 196-199.
https://hdl.handle.net/21.15107/rcub_grafar_1583

Gluhović N, Spremić M, Pavlović M, Marković Z. Numerical study of vibrations in a steel building induced by roof mounted small scale HAWT. in International Conference on Wind Energy Harvesting, April 20‐21, 2017, University of Coimbra, Coimbra, Portugal : WINERcost 17. 2017;:196-199.
https://hdl.handle.net/21.15107/rcub_grafar_1583 .

Gluhović, Nina, Spremić, Milan, Pavlović, Marko, Marković, Zlatko, "Numerical study of vibrations in a steel building induced by roof mounted small scale HAWT" in International Conference on Wind Energy Harvesting, April 20‐21, 2017, University of Coimbra, Coimbra, Portugal : WINERcost 17 (2017):196-199,
https://hdl.handle.net/21.15107/rcub_grafar_1583 .

TY  - CONF
AU  - Gluhović, Nina
AU  - Marković, Zlatko
AU  - Spremić, Milan
AU  - Pavlović, Marko
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1535
AB  - Construction industry is constantly facing new demands towards fast construction and smallest possibly quantity of work at the construction site. These increasing demands, in the field of composite construction of buildings and bridges, resulted in development of different types of prefabricated composite decks during decades and group arrangement of different types of shear connectors. Positioning of shear connectors into envisaged openings of prefabricated composite decks contributes to smaller quantity of concrete needed to infill openings of prefabricated composite decks. Composite action between steel profile and concrete decks can be achieved using X‐HVB shear connectors with powder‐actuated fasteners. Anchorage mechanisms developed between steel profile and fasteners during installation process of powder‐actuated fasteners are resulting in composite action between steel and concrete. Relatively simple and fast installation process, without requirements for additional equipment and electrical power on the site is characteristic for this type of shear connectors. Experimental investigation of X‐HVB shear connectors in prefabricated composite decks through standard push‐out tests, according to EN 1994‐1‐1 is presented in this paper. Shear connectors are positioned at the envisaged openings of prefabricated composite decks at the minimal longitudinal and transversal distances, recommended by the manufacturer. Two different orientations of shear connectors, forward and backwards to shear force direction are experimentally investigated and presented in this paper. Experimentally obtained characteristic shear resistance are compared with recommendations given by manufacturer. Characteristic slip at failure obtained from experimental investigation is compared with requirements given in EN 1994‐1‐1 in order to determine if this type of shear connector is considered as ductile. Eight specimens in two series are experimentally investigated through standard push‐out test. Different characteristic shear resistance and different failure modes are obtained for forward and backward orientation of shear connectors. Experimentally obtained results from standard push‐out tests for different orientations of shear connectors are compared with results obtained from extensive numerical analysis performed in Abaqus.
C3  - ce/papers
T1  - 08.30: Experimental investigation and specific behaviour of X-HVB shear connectors in prefabricated composite decks
EP  - 2089
IS  - 2-3
SP  - 2080
VL  - 1
DO  - 10.1002/cepa.253
ER  - 

@conference{
author = "Gluhović, Nina and Marković, Zlatko and Spremić, Milan and Pavlović, Marko",
year = "2017",
abstract = "Construction industry is constantly facing new demands towards fast construction and smallest possibly quantity of work at the construction site. These increasing demands, in the field of composite construction of buildings and bridges, resulted in development of different types of prefabricated composite decks during decades and group arrangement of different types of shear connectors. Positioning of shear connectors into envisaged openings of prefabricated composite decks contributes to smaller quantity of concrete needed to infill openings of prefabricated composite decks. Composite action between steel profile and concrete decks can be achieved using X‐HVB shear connectors with powder‐actuated fasteners. Anchorage mechanisms developed between steel profile and fasteners during installation process of powder‐actuated fasteners are resulting in composite action between steel and concrete. Relatively simple and fast installation process, without requirements for additional equipment and electrical power on the site is characteristic for this type of shear connectors. Experimental investigation of X‐HVB shear connectors in prefabricated composite decks through standard push‐out tests, according to EN 1994‐1‐1 is presented in this paper. Shear connectors are positioned at the envisaged openings of prefabricated composite decks at the minimal longitudinal and transversal distances, recommended by the manufacturer. Two different orientations of shear connectors, forward and backwards to shear force direction are experimentally investigated and presented in this paper. Experimentally obtained characteristic shear resistance are compared with recommendations given by manufacturer. Characteristic slip at failure obtained from experimental investigation is compared with requirements given in EN 1994‐1‐1 in order to determine if this type of shear connector is considered as ductile. Eight specimens in two series are experimentally investigated through standard push‐out test. Different characteristic shear resistance and different failure modes are obtained for forward and backward orientation of shear connectors. Experimentally obtained results from standard push‐out tests for different orientations of shear connectors are compared with results obtained from extensive numerical analysis performed in Abaqus.",
journal = "ce/papers",
title = "08.30: Experimental investigation and specific behaviour of X-HVB shear connectors in prefabricated composite decks",
pages = "2089-2080",
number = "2-3",
volume = "1",
doi = "10.1002/cepa.253"
}

Gluhović, N., Marković, Z., Spremić, M.,& Pavlović, M.. (2017). 08.30: Experimental investigation and specific behaviour of X-HVB shear connectors in prefabricated composite decks. in ce/papers, 1(2-3), 2080-2089.
https://doi.org/10.1002/cepa.253

Gluhović N, Marković Z, Spremić M, Pavlović M. 08.30: Experimental investigation and specific behaviour of X-HVB shear connectors in prefabricated composite decks. in ce/papers. 2017;1(2-3):2080-2089.
doi:10.1002/cepa.253 .

Gluhović, Nina, Marković, Zlatko, Spremić, Milan, Pavlović, Marko, "08.30: Experimental investigation and specific behaviour of X-HVB shear connectors in prefabricated composite decks" in ce/papers, 1, no. 2-3 (2017):2080-2089,
https://doi.org/10.1002/cepa.253 . .

TY  - CONF
AU  - Glišović, Ivan
AU  - Pavlović, Marko
AU  - Stevenović, B.
AU  - Todorović, Marija
PY  - 2016
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/742
AB  - Timber beams can effectively be reinforced using externally bonded fibre reinforced polymer (FRP) composites. This paper describes a nonlinear 3-dimensional finite element model which was developed in order to accurately simulate the bending behaviour of unreinforced and carbon FRP plate reinforced glulam beams. The model incorporates suitable constitutive relationship for each material and utilises anisotropic plasticity theory for timber in compression. Failure of beams was modelled based on the maximum stress criterion. The results of the finite element analysis showed a good agreement with experimental findings for load-deflection behaviour, stiffness, ultimate load carrying capacity and strain profile distribution of unreinforced and reinforced beams. The proposed model can be used to examine the effect of different geometries or materials on the mechanical performance of reinforced system.
PB  - Vienna University of Technology
C3  - WCTE 2016 - World Conference on Timber Engineering
T1  - Numerical modelling of glulam beams externally reinforced with CFRP plates
UR  - https://hdl.handle.net/21.15107/rcub_grafar_742
ER  - 

@conference{
author = "Glišović, Ivan and Pavlović, Marko and Stevenović, B. and Todorović, Marija",
year = "2016",
abstract = "Timber beams can effectively be reinforced using externally bonded fibre reinforced polymer (FRP) composites. This paper describes a nonlinear 3-dimensional finite element model which was developed in order to accurately simulate the bending behaviour of unreinforced and carbon FRP plate reinforced glulam beams. The model incorporates suitable constitutive relationship for each material and utilises anisotropic plasticity theory for timber in compression. Failure of beams was modelled based on the maximum stress criterion. The results of the finite element analysis showed a good agreement with experimental findings for load-deflection behaviour, stiffness, ultimate load carrying capacity and strain profile distribution of unreinforced and reinforced beams. The proposed model can be used to examine the effect of different geometries or materials on the mechanical performance of reinforced system.",
publisher = "Vienna University of Technology",
journal = "WCTE 2016 - World Conference on Timber Engineering",
title = "Numerical modelling of glulam beams externally reinforced with CFRP plates",
url = "https://hdl.handle.net/21.15107/rcub_grafar_742"
}

Glišović, I., Pavlović, M., Stevenović, B.,& Todorović, M.. (2016). Numerical modelling of glulam beams externally reinforced with CFRP plates. in WCTE 2016 - World Conference on Timber Engineering
Vienna University of Technology..
https://hdl.handle.net/21.15107/rcub_grafar_742

Glišović I, Pavlović M, Stevenović B, Todorović M. Numerical modelling of glulam beams externally reinforced with CFRP plates. in WCTE 2016 - World Conference on Timber Engineering. 2016;.
https://hdl.handle.net/21.15107/rcub_grafar_742 .

Glišović, Ivan, Pavlović, Marko, Stevenović, B., Todorović, Marija, "Numerical modelling of glulam beams externally reinforced with CFRP plates" in WCTE 2016 - World Conference on Timber Engineering (2016),
https://hdl.handle.net/21.15107/rcub_grafar_742 .

TY  - JOUR
AU  - Fric, Nenad
AU  - Pavlović, Marko
AU  - Buđevac, Dragan
AU  - Mišković, Zoran
AU  - Marković, Zlatko
AU  - Gluhović, Nina
PY  - 2016
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/785
AB  - When applying high strength bolts in friction connections, a load-bearing capacity depends on pretension force in the bolts as well as on friction coefficient found on friction surfaces. It is important to get the reliable value of the pretension force, so friction connections often undergo experimental research. In order to use strain gauges, which are inserted into the bolt shank, bolts need to be calibrated before we even use them in experimental research. Research that has been conducted shows a great difference between nominal and experimental strain in bolts, therefore FEA calibration of the bolts had to be carried out. Good results matching were obtained, hence a use of strain gauges was justified even for bolts without a shank.
AB  - U slučaju smičućih spojeva s visokovrednim zavrtnjevima s punom silom prednaprezanja, nosivost spoja zavisi kako od intenziteta sile prednaprezanja u visokovrednom zavrtnju, tako i od koeficijenta trenja na tarnim površinama. Veoma je važno odrediti pouzdanu vrednost sile prednaprezanja u visokovrednim zavrtnjevima, pa su tarni spojevi često predmet eksperimentalnih istraživanja. Kako bi se za određivanje intenziteta sile prednaprezanja mogle koristiti merne trake ugrađene u telo zavrtnja, zavrtnjeve je neophodno kalibrisati pre početka njihove primene u eksperimentalnom istraživanju. Sprovedeno istraživanje pokazalo je veliku razliku između nominalnih i eksperimentalno određenih dilatacija zavrtnjeva, zbog čega je sprovedena kalibracija zavrtnjeva numeričkom analizom (primenom metode konačnih elemenata). Dobijeno je dobro poklapanje rezultata, a primena mernih traka kod zavrtnjeva koji imaju navoj celom dužinom tela takođe se pokazala kao opravdana.
PB  - Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd
T2  - Građevinski materijali i konstrukcije
T1  - Calibration of the bolt pretension by strain gauges vs. FEA
T1  - Eksperimentalna i numerička kalibracija sile prednaprezanja u visokovrednim zavrtnjevima
EP  - 15
IS  - 4
SP  - 3
VL  - 59
DO  - 10.5937/grmk1604003F
ER  - 

@article{
author = "Fric, Nenad and Pavlović, Marko and Buđevac, Dragan and Mišković, Zoran and Marković, Zlatko and Gluhović, Nina",
year = "2016",
abstract = "When applying high strength bolts in friction connections, a load-bearing capacity depends on pretension force in the bolts as well as on friction coefficient found on friction surfaces. It is important to get the reliable value of the pretension force, so friction connections often undergo experimental research. In order to use strain gauges, which are inserted into the bolt shank, bolts need to be calibrated before we even use them in experimental research. Research that has been conducted shows a great difference between nominal and experimental strain in bolts, therefore FEA calibration of the bolts had to be carried out. Good results matching were obtained, hence a use of strain gauges was justified even for bolts without a shank., U slučaju smičućih spojeva s visokovrednim zavrtnjevima s punom silom prednaprezanja, nosivost spoja zavisi kako od intenziteta sile prednaprezanja u visokovrednom zavrtnju, tako i od koeficijenta trenja na tarnim površinama. Veoma je važno odrediti pouzdanu vrednost sile prednaprezanja u visokovrednim zavrtnjevima, pa su tarni spojevi često predmet eksperimentalnih istraživanja. Kako bi se za određivanje intenziteta sile prednaprezanja mogle koristiti merne trake ugrađene u telo zavrtnja, zavrtnjeve je neophodno kalibrisati pre početka njihove primene u eksperimentalnom istraživanju. Sprovedeno istraživanje pokazalo je veliku razliku između nominalnih i eksperimentalno određenih dilatacija zavrtnjeva, zbog čega je sprovedena kalibracija zavrtnjeva numeričkom analizom (primenom metode konačnih elemenata). Dobijeno je dobro poklapanje rezultata, a primena mernih traka kod zavrtnjeva koji imaju navoj celom dužinom tela takođe se pokazala kao opravdana.",
publisher = "Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd",
journal = "Građevinski materijali i konstrukcije",
title = "Calibration of the bolt pretension by strain gauges vs. FEA, Eksperimentalna i numerička kalibracija sile prednaprezanja u visokovrednim zavrtnjevima",
pages = "15-3",
number = "4",
volume = "59",
doi = "10.5937/grmk1604003F"
}

Fric, N., Pavlović, M., Buđevac, D., Mišković, Z., Marković, Z.,& Gluhović, N.. (2016). Calibration of the bolt pretension by strain gauges vs. FEA. in Građevinski materijali i konstrukcije
Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd., 59(4), 3-15.
https://doi.org/10.5937/grmk1604003F

Fric N, Pavlović M, Buđevac D, Mišković Z, Marković Z, Gluhović N. Calibration of the bolt pretension by strain gauges vs. FEA. in Građevinski materijali i konstrukcije. 2016;59(4):3-15.
doi:10.5937/grmk1604003F .

Fric, Nenad, Pavlović, Marko, Buđevac, Dragan, Mišković, Zoran, Marković, Zlatko, Gluhović, Nina, "Calibration of the bolt pretension by strain gauges vs. FEA" in Građevinski materijali i konstrukcije, 59, no. 4 (2016):3-15,
https://doi.org/10.5937/grmk1604003F . .

TY  - CONF
AU  - Pavlović, Marko
AU  - Spremić, Milan
AU  - Marković, Zlatko
AU  - Veljković, Milan
PY  - 2016
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/805
AB  - Prefabricated steel and concrete composite decks are an interesting option to improve competitiveness and sustainability of the composite structures. Longitudinal shear connection is usually established by grouped headed studs, but possible alternative solution is to use bolted shear connectors. Welded headed studs and bolts (grade 8.8) are experimentally examined in the push-out tests (four tests on each). The same arrangement and dimensions of shear connectors (16 mm diameter and 100 mm height above flange) are considered and their resistances and behaviour are compared. Experimental results showed that headed studs and bolted shear connectors have similar shear resistance, while headed studs are more ductile. FEA is performed by ABAQUS/Explicit solver with damage material models to get more insight into behaviour of the specimens. FEA shows rather good agreement with experimental results. Influence of the bolt to hole clearance on the behaviour of specimens with bolted shear connectors is analysed and discussed.
PB  - American Society of Civil Engineers (ASCE)
C3  - Composite Construction in Steel and Concrete Vii
T1  - Headed Shear Studs versus High-Strength Bolts in Prefabricated Composite Decks
EP  - 702
SP  - 687
UR  - https://hdl.handle.net/21.15107/rcub_grafar_805
ER  - 

@conference{
author = "Pavlović, Marko and Spremić, Milan and Marković, Zlatko and Veljković, Milan",
year = "2016",
abstract = "Prefabricated steel and concrete composite decks are an interesting option to improve competitiveness and sustainability of the composite structures. Longitudinal shear connection is usually established by grouped headed studs, but possible alternative solution is to use bolted shear connectors. Welded headed studs and bolts (grade 8.8) are experimentally examined in the push-out tests (four tests on each). The same arrangement and dimensions of shear connectors (16 mm diameter and 100 mm height above flange) are considered and their resistances and behaviour are compared. Experimental results showed that headed studs and bolted shear connectors have similar shear resistance, while headed studs are more ductile. FEA is performed by ABAQUS/Explicit solver with damage material models to get more insight into behaviour of the specimens. FEA shows rather good agreement with experimental results. Influence of the bolt to hole clearance on the behaviour of specimens with bolted shear connectors is analysed and discussed.",
publisher = "American Society of Civil Engineers (ASCE)",
journal = "Composite Construction in Steel and Concrete Vii",
title = "Headed Shear Studs versus High-Strength Bolts in Prefabricated Composite Decks",
pages = "702-687",
url = "https://hdl.handle.net/21.15107/rcub_grafar_805"
}

Pavlović, M., Spremić, M., Marković, Z.,& Veljković, M.. (2016). Headed Shear Studs versus High-Strength Bolts in Prefabricated Composite Decks. in Composite Construction in Steel and Concrete Vii
American Society of Civil Engineers (ASCE)., 687-702.
https://hdl.handle.net/21.15107/rcub_grafar_805

Pavlović M, Spremić M, Marković Z, Veljković M. Headed Shear Studs versus High-Strength Bolts in Prefabricated Composite Decks. in Composite Construction in Steel and Concrete Vii. 2016;:687-702.
https://hdl.handle.net/21.15107/rcub_grafar_805 .

Pavlović, Marko, Spremić, Milan, Marković, Zlatko, Veljković, Milan, "Headed Shear Studs versus High-Strength Bolts in Prefabricated Composite Decks" in Composite Construction in Steel and Concrete Vii (2016):687-702,
https://hdl.handle.net/21.15107/rcub_grafar_805 .

TY  - CONF
AU  - Gluhović, Nina
AU  - Marković, Zlatko
AU  - Spremić, Milan
AU  - Pavlović, Marko
PY  - 2016
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1440
AB  - Increasing demands towards fast construction and smallest possible quantity of work resulted in development of different types of prefabricated composite decks and group arrangement of shear connectors. Short presentation of basic characteristics of X-HVB shear connectors and powder-actuated fasteners is given in this paper. Experimental investigation of X-HVB shear connectors through standard push-out tests, according to EC4:2004, is presented in this paper. Two different orientations of shear connectors, forward and backwards to the shear force are experimentally investigated.
PB  - Društvo građevinskih konstruktera Srbije, Beograd
C3  - Zbornik radova / Društvо građevinskih konstruktera Srbije, Simpozijum 2016, 15-17. septembar, Zlatibor
T1  - Experimental investigation of X-HVB shear connectors in prefabricated composite decks
EP  - 448
SP  - 439
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1440
ER  - 

@conference{
author = "Gluhović, Nina and Marković, Zlatko and Spremić, Milan and Pavlović, Marko",
year = "2016",
abstract = "Increasing demands towards fast construction and smallest possible quantity of work resulted in development of different types of prefabricated composite decks and group arrangement of shear connectors. Short presentation of basic characteristics of X-HVB shear connectors and powder-actuated fasteners is given in this paper. Experimental investigation of X-HVB shear connectors through standard push-out tests, according to EC4:2004, is presented in this paper. Two different orientations of shear connectors, forward and backwards to the shear force are experimentally investigated.",
publisher = "Društvo građevinskih konstruktera Srbije, Beograd",
journal = "Zbornik radova / Društvо građevinskih konstruktera Srbije, Simpozijum 2016, 15-17. septembar, Zlatibor",
title = "Experimental investigation of X-HVB shear connectors in prefabricated composite decks",
pages = "448-439",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1440"
}

Gluhović, N., Marković, Z., Spremić, M.,& Pavlović, M.. (2016). Experimental investigation of X-HVB shear connectors in prefabricated composite decks. in Zbornik radova / Društvо građevinskih konstruktera Srbije, Simpozijum 2016, 15-17. septembar, Zlatibor
Društvo građevinskih konstruktera Srbije, Beograd., 439-448.
https://hdl.handle.net/21.15107/rcub_grafar_1440

Gluhović N, Marković Z, Spremić M, Pavlović M. Experimental investigation of X-HVB shear connectors in prefabricated composite decks. in Zbornik radova / Društvо građevinskih konstruktera Srbije, Simpozijum 2016, 15-17. septembar, Zlatibor. 2016;:439-448.
https://hdl.handle.net/21.15107/rcub_grafar_1440 .

Gluhović, Nina, Marković, Zlatko, Spremić, Milan, Pavlović, Marko, "Experimental investigation of X-HVB shear connectors in prefabricated composite decks" in Zbornik radova / Društvо građevinskih konstruktera Srbije, Simpozijum 2016, 15-17. septembar, Zlatibor (2016):439-448,
https://hdl.handle.net/21.15107/rcub_grafar_1440 .

TY  - CONF
AU  - Pavlović, Marko
AU  - Marković, Zlatko
AU  - Veljković, Milan
PY  - 2016
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1501
PB  - Društvo građevinskih konstruktera Srbije, Beograd
C3  - Zbornik radova / Društvо građevinskih konstruktera Srbije, Simpozijum 2016, 15-17. septembar, Zlatibor
T1  - Resistace of bolted shear connectors in prefabricated steel – concrete composite decks
EP  - 73
SP  - 64
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1501
ER  - 

@conference{
author = "Pavlović, Marko and Marković, Zlatko and Veljković, Milan",
year = "2016",
publisher = "Društvo građevinskih konstruktera Srbije, Beograd",
journal = "Zbornik radova / Društvо građevinskih konstruktera Srbije, Simpozijum 2016, 15-17. septembar, Zlatibor",
title = "Resistace of bolted shear connectors in prefabricated steel – concrete composite decks",
pages = "73-64",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1501"
}

Pavlović, M., Marković, Z.,& Veljković, M.. (2016). Resistace of bolted shear connectors in prefabricated steel – concrete composite decks. in Zbornik radova / Društvо građevinskih konstruktera Srbije, Simpozijum 2016, 15-17. septembar, Zlatibor
Društvo građevinskih konstruktera Srbije, Beograd., 64-73.
https://hdl.handle.net/21.15107/rcub_grafar_1501

Pavlović M, Marković Z, Veljković M. Resistace of bolted shear connectors in prefabricated steel – concrete composite decks. in Zbornik radova / Društvо građevinskih konstruktera Srbije, Simpozijum 2016, 15-17. septembar, Zlatibor. 2016;:64-73.
https://hdl.handle.net/21.15107/rcub_grafar_1501 .

Pavlović, Marko, Marković, Zlatko, Veljković, Milan, "Resistace of bolted shear connectors in prefabricated steel – concrete composite decks" in Zbornik radova / Društvо građevinskih konstruktera Srbije, Simpozijum 2016, 15-17. septembar, Zlatibor (2016):64-73,
https://hdl.handle.net/21.15107/rcub_grafar_1501 .

TY  - JOUR
AU  - Pavlović, Marko
AU  - Spremić, Milan
AU  - Marković, Zlatko
AU  - Buđevac, Dragan
AU  - Veljković, Milan
PY  - 2015
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/693
AB  - Prefabrication of steel-concrete composite decks can improve their competitiveness and sustainability. This paper presents recent studie of longitudinal shear connection at the University of Belgrade, Faculty of Civil Engineering. Grouped welded headed studs and bolted shear connectors, suitable for prefabricated composite construction, has been examined in push-out tests. Totally 30 tests were conducted, and advanced Finite Element Analysis (FEA) were made using Abaqus/Explicit dynamic solver. Influence of the bolt-to-hole clearance in case of the composite beam with bolted shear connectors is examined using FEA, as well. Based on the experimental and numerical studies behaviour those two shear connectors are compared.
AB  - Prefabrikacijom spregnutih konstrukcija od čelika i betona može se povećati njihova konkurentnost i smanjiti uticaj konstrukcije na životnu sredinu. Ovde su prikazana istraživanja podužnih smičućih spojeva koja su nedavno sprovedena na Građevinskom fakultetu Univerziteta u Beogradu. Rešenja podužnog smičućeg spoja sa grupisanim moždanicima sa glavom i zavrtnjevima kao sredstvima za sprezanje koja su pogodna za prefabrikaciju spregnutih konstrukcija su ispitivana standardnim eksperimentom smicanja. Eksperimentalno je ispitano ukupno 30 uzoraka i vršene su analize na bazi MKE korišćenjem softverskog paketa Abaqus/Explicit. Primenom MKE analizirano je i ponašanjenosača sa zavrtnjevima kao sredstvima za sprezanje i uticaj zazora između rupe i zavrtnja. Na bazi eksperimentalnih i numeričkih ispitivanja izvršeno je poređenje ponašanja ova dva sredstva za sprezanje i razvijene su nove preporuke za proračun i konstruisanje.
PB  - Savez građevinskih inženjera Srbije, Beograd
T2  - Građevinski kalendar
T1  - Contemporary approaches for longitudinal shear connection in prefabricated steel-concrete composite structures
T1  - Savremena rešenja podužnog smičućeg spoja kod prefabrikovanih spregnutih konstrukcija od čelika
EP  - 39
IS  - 47
SP  - 1
UR  - https://hdl.handle.net/21.15107/rcub_grafar_693
ER  - 

@article{
author = "Pavlović, Marko and Spremić, Milan and Marković, Zlatko and Buđevac, Dragan and Veljković, Milan",
year = "2015",
abstract = "Prefabrication of steel-concrete composite decks can improve their competitiveness and sustainability. This paper presents recent studie of longitudinal shear connection at the University of Belgrade, Faculty of Civil Engineering. Grouped welded headed studs and bolted shear connectors, suitable for prefabricated composite construction, has been examined in push-out tests. Totally 30 tests were conducted, and advanced Finite Element Analysis (FEA) were made using Abaqus/Explicit dynamic solver. Influence of the bolt-to-hole clearance in case of the composite beam with bolted shear connectors is examined using FEA, as well. Based on the experimental and numerical studies behaviour those two shear connectors are compared., Prefabrikacijom spregnutih konstrukcija od čelika i betona može se povećati njihova konkurentnost i smanjiti uticaj konstrukcije na životnu sredinu. Ovde su prikazana istraživanja podužnih smičućih spojeva koja su nedavno sprovedena na Građevinskom fakultetu Univerziteta u Beogradu. Rešenja podužnog smičućeg spoja sa grupisanim moždanicima sa glavom i zavrtnjevima kao sredstvima za sprezanje koja su pogodna za prefabrikaciju spregnutih konstrukcija su ispitivana standardnim eksperimentom smicanja. Eksperimentalno je ispitano ukupno 30 uzoraka i vršene su analize na bazi MKE korišćenjem softverskog paketa Abaqus/Explicit. Primenom MKE analizirano je i ponašanjenosača sa zavrtnjevima kao sredstvima za sprezanje i uticaj zazora između rupe i zavrtnja. Na bazi eksperimentalnih i numeričkih ispitivanja izvršeno je poređenje ponašanja ova dva sredstva za sprezanje i razvijene su nove preporuke za proračun i konstruisanje.",
publisher = "Savez građevinskih inženjera Srbije, Beograd",
journal = "Građevinski kalendar",
title = "Contemporary approaches for longitudinal shear connection in prefabricated steel-concrete composite structures, Savremena rešenja podužnog smičućeg spoja kod prefabrikovanih spregnutih konstrukcija od čelika",
pages = "39-1",
number = "47",
url = "https://hdl.handle.net/21.15107/rcub_grafar_693"
}

Pavlović, M., Spremić, M., Marković, Z., Buđevac, D.,& Veljković, M.. (2015). Contemporary approaches for longitudinal shear connection in prefabricated steel-concrete composite structures. in Građevinski kalendar
Savez građevinskih inženjera Srbije, Beograd.(47), 1-39.
https://hdl.handle.net/21.15107/rcub_grafar_693

Pavlović M, Spremić M, Marković Z, Buđevac D, Veljković M. Contemporary approaches for longitudinal shear connection in prefabricated steel-concrete composite structures. in Građevinski kalendar. 2015;(47):1-39.
https://hdl.handle.net/21.15107/rcub_grafar_693 .

Pavlović, Marko, Spremić, Milan, Marković, Zlatko, Buđevac, Dragan, Veljković, Milan, "Contemporary approaches for longitudinal shear connection in prefabricated steel-concrete composite structures" in Građevinski kalendar, no. 47 (2015):1-39,
https://hdl.handle.net/21.15107/rcub_grafar_693 .

TY  - CONF
AU  - Fric, Nenad
AU  - Pavlović, Marko
AU  - Buđevac, Dragan
AU  - Mišković, Zoran
AU  - Marković, Zlatko
AU  - Gluhović, Nina
PY  - 2015
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2244
AB  - When applying high strength bolts in friction connections, in such case a load–bearing capacity depends on a pretension force in the bolts as well as on a friction coefficient found on friction surfaces. It is important to get the reliable value of the pretension force, which is why friction connections often undergo experimental research. In order to use strain gauges, which are inserted into the bolt shank, bolts need to be calibrated before we even use them in experimental research. Research that has been conducted shows a great difference between nominal and experimental strain in bolts, therefore FEA calibration of the bolts had to be carried out. Good results matching were obtained; hence a use of strain gauges was justified even for bolts without a shank.
PB  - MASE - Macedonian Association of Structural Engineers Faculty of Civil Engineering, Skopje, Republic of Macedonia
C3  - Proceedings 16th International Symposium Macedonian Association of Structural Engineers
T1  - Calibration of the bolt pretension by strain gauges vs. FEA
EP  - 493
SP  - 483
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2244
ER  - 

@conference{
author = "Fric, Nenad and Pavlović, Marko and Buđevac, Dragan and Mišković, Zoran and Marković, Zlatko and Gluhović, Nina",
year = "2015",
abstract = "When applying high strength bolts in friction connections, in such case a load–bearing capacity depends on a pretension force in the bolts as well as on a friction coefficient found on friction surfaces. It is important to get the reliable value of the pretension force, which is why friction connections often undergo experimental research. In order to use strain gauges, which are inserted into the bolt shank, bolts need to be calibrated before we even use them in experimental research. Research that has been conducted shows a great difference between nominal and experimental strain in bolts, therefore FEA calibration of the bolts had to be carried out. Good results matching were obtained; hence a use of strain gauges was justified even for bolts without a shank.",
publisher = "MASE - Macedonian Association of Structural Engineers Faculty of Civil Engineering, Skopje, Republic of Macedonia",
journal = "Proceedings 16th International Symposium Macedonian Association of Structural Engineers",
title = "Calibration of the bolt pretension by strain gauges vs. FEA",
pages = "493-483",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2244"
}

Fric, N., Pavlović, M., Buđevac, D., Mišković, Z., Marković, Z.,& Gluhović, N.. (2015). Calibration of the bolt pretension by strain gauges vs. FEA. in Proceedings 16th International Symposium Macedonian Association of Structural Engineers
MASE - Macedonian Association of Structural Engineers Faculty of Civil Engineering, Skopje, Republic of Macedonia., 483-493.
https://hdl.handle.net/21.15107/rcub_grafar_2244

Fric N, Pavlović M, Buđevac D, Mišković Z, Marković Z, Gluhović N. Calibration of the bolt pretension by strain gauges vs. FEA. in Proceedings 16th International Symposium Macedonian Association of Structural Engineers. 2015;:483-493.
https://hdl.handle.net/21.15107/rcub_grafar_2244 .

Fric, Nenad, Pavlović, Marko, Buđevac, Dragan, Mišković, Zoran, Marković, Zlatko, Gluhović, Nina, "Calibration of the bolt pretension by strain gauges vs. FEA" in Proceedings 16th International Symposium Macedonian Association of Structural Engineers (2015):483-493,
https://hdl.handle.net/21.15107/rcub_grafar_2244 .

TY  - CONF
AU  - Pavlović, Marko
AU  - Jevtović, Goran
AU  - Gluhović, Nina
AU  - Marković, Zlatko
AU  - Buđevac, Dragan
PY  - 2015
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1968
AB  - The design rules in EN 1993-1-8 (the Eurocode) for beam-to-column joints in steel frames with endplate are based on the component method. Generally, three different zones of the joint are considered: tension, shear and compression. The component method given in Eurocode is comprehensive, but quite complicated for engineering practice. The possibility of development of simplified recommendations for the design of beam-to-column joints is investigated in this paper. The aim is to define the limiting, critical, values of the dimensions of some joint components in the tension zone, such that the major failure mode becomes failure of the bolts in tension. This would lead to more simple calculation of the bending moment resistance of the joint which is valuable for engineers in practice. Three often use joint layouts are defined and parameterized. For those joint layouts the critical thicknesses of the joint components in the tension zone are analytically derived. A short parametric study is conducted verifying the proposed critical thicknesses of the endplate, column and beam flanges and webs. A design flowchart is provided following the proposed simplified design procedure and the design example is given, as well.
C3  - Eighth International Conference on ADVANCES IN STEEL STRUCTURES
T1  - Simplified design recommendations for beam-to-column joints according to Eurocode
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1968
ER  - 

@conference{
author = "Pavlović, Marko and Jevtović, Goran and Gluhović, Nina and Marković, Zlatko and Buđevac, Dragan",
year = "2015",
abstract = "The design rules in EN 1993-1-8 (the Eurocode) for beam-to-column joints in steel frames with endplate are based on the component method. Generally, three different zones of the joint are considered: tension, shear and compression. The component method given in Eurocode is comprehensive, but quite complicated for engineering practice. The possibility of development of simplified recommendations for the design of beam-to-column joints is investigated in this paper. The aim is to define the limiting, critical, values of the dimensions of some joint components in the tension zone, such that the major failure mode becomes failure of the bolts in tension. This would lead to more simple calculation of the bending moment resistance of the joint which is valuable for engineers in practice. Three often use joint layouts are defined and parameterized. For those joint layouts the critical thicknesses of the joint components in the tension zone are analytically derived. A short parametric study is conducted verifying the proposed critical thicknesses of the endplate, column and beam flanges and webs. A design flowchart is provided following the proposed simplified design procedure and the design example is given, as well.",
journal = "Eighth International Conference on ADVANCES IN STEEL STRUCTURES",
title = "Simplified design recommendations for beam-to-column joints according to Eurocode",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1968"
}

Pavlović, M., Jevtović, G., Gluhović, N., Marković, Z.,& Buđevac, D.. (2015). Simplified design recommendations for beam-to-column joints according to Eurocode. in Eighth International Conference on ADVANCES IN STEEL STRUCTURES.
https://hdl.handle.net/21.15107/rcub_grafar_1968

Pavlović M, Jevtović G, Gluhović N, Marković Z, Buđevac D. Simplified design recommendations for beam-to-column joints according to Eurocode. in Eighth International Conference on ADVANCES IN STEEL STRUCTURES. 2015;.
https://hdl.handle.net/21.15107/rcub_grafar_1968 .

Pavlović, Marko, Jevtović, Goran, Gluhović, Nina, Marković, Zlatko, Buđevac, Dragan, "Simplified design recommendations for beam-to-column joints according to Eurocode" in Eighth International Conference on ADVANCES IN STEEL STRUCTURES (2015),
https://hdl.handle.net/21.15107/rcub_grafar_1968 .

TY  - THES
AU  - Pavlović, Marko S.
PY  - 2014-01-10
UR  - http://eteze.bg.ac.rs/application/showtheses?thesesId=1225
UR  - https://nardus.mpn.gov.rs/handle/123456789/2198
UR  - https://fedorabg.bg.ac.rs/fedora/get/o:8150/bdef:Content/download
UR  - http://vbs.rs/scripts/cobiss?command=DISPLAY&base=70036&RID=513385362
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2732
AB  - Применом префабрикованих бетонских плоча време изградње спрегнутих носача мостова или у зградарству се значајно смањује. Уколико се као средства за спрезање користе заврњеви убетонирани у префабриковану бетонску плочу, могуће је постићи већи степен префабрикације у поређењу са решењем са груписаним можданицима са главом и отворима у бетонским плочама. Такође, завртњеви као средства за спрезање нуде несумњиву предност по питању утицаја конструкције на животну околину, тиме што омогућују лако уклањање конструкције или замене њених делова. Ипак, завртњеви се ретко користе као средства за спрезање, углавном због недостатка потребних истраживања и правила за пројектовање. Циљ истраживања приказаног у овој докторској дисертацији је омогућавање шире употребе завртњева као средства за спрезање кроз детаљну анализу њиховог понашања. Прво је анализирана оправданост примене завртњева као средства за спрезање у подужном смичућем споју спрегнутих конструкција, узимајући у обзир техничке захтеве, анализу исплативости и утицај на животну околину. Завртњеви са једном убетонираном навртком су се показали као најпогоднији за практичну примену. Пример упоредног прорачуна спрегнутог носача распона дванаест метара, са завртњевима и можданицима као средствима за спрезање показао је да услед непотпуне интеракције (услед почетног клизања завртња у рупи) у случају спрезања помоћу завртњева долази до увећања угиба носача и напона у челичној греди (10-20%). Овакво понашање се сматра прихватљивим, поготово ако се током градње примене привремени ослонци и надвишење челичног носача. Даља детаљна анализа понашања звртњева као средства за спрезање извршена је поређењем са завареним мождницима са главом у тесту смицања (push-out test). Експерименти су вршени користећи завртњеве M16 i M24 (класа 8.8). Поређене су основне карактеристике средства за спрезање: носивост на смицање, крутост на смицање и дуктилност. Завртњеви су достигли скоро једнаку носивост као и можданици саглавом док су крутост и дуктилност редуковане. Напредни модели на бази методе коначних елемената су направљени да одговарају тесту смицања и калибрисани користећи експерименталне резултате. Коришћена је квази-статичка анализа применом експлицитног динамичког солвера софтверског пакета Abaqus...
AB  - Prefabrication of concrete slabs reduces construction time for composite steel-concrete buildings and bridge decks. Casting of bolted shear connectors in prefabricated concrete slabs offers the higher level of prefabrication when compared to a technique with grouped headed studs in envisaged pockets of concrete slabs. Additionaly, bolted shear connectors offer some sustainability advantages, such as ability of the structure to be easily removed or replaced. However, bolted shear connectors are rarely used in composite structures due to the lack of detailed research and design rules. The aim of the research presented in this thesis is to promote the application of bolted shear connectors through detailed examination of their behaviour. Firstly, feasibility of their application in the longitudinal shear connection of composite decks is examined considering requirements for application, technical aspects, cost effectiveness and environmental impacts. Bolted shear connectors with single embedded nut was found to be the most appropriate for practical application. A case study considering incomplete interaction on a 12 m span composite beam with bolted shear connectors and welded headed studs showed that deflections and stresses in steel are increased (10-20%) in case of bolted shear connectors due to initial slip in hole. This is acceptable, especialy in the case where propped construction and propper camber are used. Further, detailed examination of their behaviour is made through comparison to welded headed studs in push-out tests on M16 and M24 bolted shear connectors (grade 8.8). Basic shear connector properties are observed: shear resistance, stiffness and ductility. Bolted shear connectors achieved similar shear resistance, while stiffness and ductility are reduced when compared to the headed studs. Advanced FE models of push-out tests are built and calibrated with regards to the experimental results. Abaqus/Explicit dynamic solver and damage material models for steel and concrete were used with realistic bolt and nut geometry, allowing the beyond-state-of-the-art failure analysis of push-out tests...
PB  - Универзитет у Београду, Грађевински факултет
T2  - Универзитет у Београду
T1  - Nosivost zavrtnjeva kao sredstva za sprezanje u prefabrikovanim spregnutim konstrukcijama od čelika i betona
T1  - Resistance of bolted shear connectors in prefabricated steel-concrete composite decks
UR  - https://hdl.handle.net/21.15107/rcub_nardus_2198
ER  - 

@phdthesis{
author = "Pavlović, Marko S.",
year = "2014-01-10",
abstract = "Применом префабрикованих бетонских плоча време изградње спрегнутих носача мостова или у зградарству се значајно смањује. Уколико се као средства за спрезање користе заврњеви убетонирани у префабриковану бетонску плочу, могуће је постићи већи степен префабрикације у поређењу са решењем са груписаним можданицима са главом и отворима у бетонским плочама. Такође, завртњеви као средства за спрезање нуде несумњиву предност по питању утицаја конструкције на животну околину, тиме што омогућују лако уклањање конструкције или замене њених делова. Ипак, завртњеви се ретко користе као средства за спрезање, углавном због недостатка потребних истраживања и правила за пројектовање. Циљ истраживања приказаног у овој докторској дисертацији је омогућавање шире употребе завртњева као средства за спрезање кроз детаљну анализу њиховог понашања. Прво је анализирана оправданост примене завртњева као средства за спрезање у подужном смичућем споју спрегнутих конструкција, узимајући у обзир техничке захтеве, анализу исплативости и утицај на животну околину. Завртњеви са једном убетонираном навртком су се показали као најпогоднији за практичну примену. Пример упоредног прорачуна спрегнутог носача распона дванаест метара, са завртњевима и можданицима као средствима за спрезање показао је да услед непотпуне интеракције (услед почетног клизања завртња у рупи) у случају спрезања помоћу завртњева долази до увећања угиба носача и напона у челичној греди (10-20%). Овакво понашање се сматра прихватљивим, поготово ако се током градње примене привремени ослонци и надвишење челичног носача. Даља детаљна анализа понашања звртњева као средства за спрезање извршена је поређењем са завареним мождницима са главом у тесту смицања (push-out test). Експерименти су вршени користећи завртњеве M16 i M24 (класа 8.8). Поређене су основне карактеристике средства за спрезање: носивост на смицање, крутост на смицање и дуктилност. Завртњеви су достигли скоро једнаку носивост као и можданици саглавом док су крутост и дуктилност редуковане. Напредни модели на бази методе коначних елемената су направљени да одговарају тесту смицања и калибрисани користећи експерименталне резултате. Коришћена је квази-статичка анализа применом експлицитног динамичког солвера софтверског пакета Abaqus..., Prefabrication of concrete slabs reduces construction time for composite steel-concrete buildings and bridge decks. Casting of bolted shear connectors in prefabricated concrete slabs offers the higher level of prefabrication when compared to a technique with grouped headed studs in envisaged pockets of concrete slabs. Additionaly, bolted shear connectors offer some sustainability advantages, such as ability of the structure to be easily removed or replaced. However, bolted shear connectors are rarely used in composite structures due to the lack of detailed research and design rules. The aim of the research presented in this thesis is to promote the application of bolted shear connectors through detailed examination of their behaviour. Firstly, feasibility of their application in the longitudinal shear connection of composite decks is examined considering requirements for application, technical aspects, cost effectiveness and environmental impacts. Bolted shear connectors with single embedded nut was found to be the most appropriate for practical application. A case study considering incomplete interaction on a 12 m span composite beam with bolted shear connectors and welded headed studs showed that deflections and stresses in steel are increased (10-20%) in case of bolted shear connectors due to initial slip in hole. This is acceptable, especialy in the case where propped construction and propper camber are used. Further, detailed examination of their behaviour is made through comparison to welded headed studs in push-out tests on M16 and M24 bolted shear connectors (grade 8.8). Basic shear connector properties are observed: shear resistance, stiffness and ductility. Bolted shear connectors achieved similar shear resistance, while stiffness and ductility are reduced when compared to the headed studs. Advanced FE models of push-out tests are built and calibrated with regards to the experimental results. Abaqus/Explicit dynamic solver and damage material models for steel and concrete were used with realistic bolt and nut geometry, allowing the beyond-state-of-the-art failure analysis of push-out tests...",
publisher = "Универзитет у Београду, Грађевински факултет",
journal = "Универзитет у Београду",
title = "Nosivost zavrtnjeva kao sredstva za sprezanje u prefabrikovanim spregnutim konstrukcijama od čelika i betona, Resistance of bolted shear connectors in prefabricated steel-concrete composite decks",
url = "https://hdl.handle.net/21.15107/rcub_nardus_2198"
}

Pavlović, M. S.. (2014-01-10). Nosivost zavrtnjeva kao sredstva za sprezanje u prefabrikovanim spregnutim konstrukcijama od čelika i betona. in Универзитет у Београду
Универзитет у Београду, Грађевински факултет..
https://hdl.handle.net/21.15107/rcub_nardus_2198

Pavlović MS. Nosivost zavrtnjeva kao sredstva za sprezanje u prefabrikovanim spregnutim konstrukcijama od čelika i betona. in Универзитет у Београду. 2014;.
https://hdl.handle.net/21.15107/rcub_nardus_2198 .

Pavlović, Marko S., "Nosivost zavrtnjeva kao sredstva za sprezanje u prefabrikovanim spregnutim konstrukcijama od čelika i betona" in Универзитет у Београду (2014-01-10),
https://hdl.handle.net/21.15107/rcub_nardus_2198 .

TY  - CONF
AU  - Bojović, Aleksandar
AU  - Marković, Zlatko
AU  - Mora, A.
AU  - Casosala, L.
AU  - Aleksić, Dimitrije
AU  - Pavlović, Marko
AU  - Spremić, Milan
AU  - Novaković, Novak
PY  - 2014
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1257
AB  - The construction of Railway Road Bridge across the Danube in Novi Sad is in progress. The bridge is designed for two railway tracks, two road lanes and two footpaths, with total width of 31,440 m. The distances of the piers are 27+178,5+220,5+48 m and total bridge length is 474 m. On the cetral two spans are steel tied arches with network hangers and composite decks. In the article is presented the rationality of the bridge structure – main bearing systems, hangers and deck structures – according to steel material quantities and total construction costs.
AB  - Železničko-drumski most preko Dunava u Novom Sadu je u toku gradnje. Most ima dva koloseka, dve drumske trake i dve pešačke staze i širok je 31,440 m. Razmaci stubova su 27+178,5+220,5+ 48 m, pa je ukupna dužina mosta 474 m. Na dva centralna raspona su čelični lukovi sa zategom, dijagonalnim vešaljkama i spregnutom kolovoznom konstrukcijom. Konstrukcija mosta (glavni noseći sistemi, vešaljke i kolovozne konstrukcije) je vrlo racionalna po količini materijala i koštanju izgradnje.
PB  - Društvo građevinskih konstruktera Srbije, Beograd
C3  - Zbornik radova / DGKS Društvo građevinskih konstruktera Srbije, 14. kongres, Novi Sad, 24-26. oktobar, 2014.
T1  - Railway road bridge in Novi Sad - rationality of the bridge structure
T1  - Železničko-drumski most u Novom Sadu - racionalnost konstrukcije mosta
EP  - 70
SP  - 59
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1257
ER  - 

@conference{
author = "Bojović, Aleksandar and Marković, Zlatko and Mora, A. and Casosala, L. and Aleksić, Dimitrije and Pavlović, Marko and Spremić, Milan and Novaković, Novak",
year = "2014",
abstract = "The construction of Railway Road Bridge across the Danube in Novi Sad is in progress. The bridge is designed for two railway tracks, two road lanes and two footpaths, with total width of 31,440 m. The distances of the piers are 27+178,5+220,5+48 m and total bridge length is 474 m. On the cetral two spans are steel tied arches with network hangers and composite decks. In the article is presented the rationality of the bridge structure – main bearing systems, hangers and deck structures – according to steel material quantities and total construction costs., Železničko-drumski most preko Dunava u Novom Sadu je u toku gradnje. Most ima dva koloseka, dve drumske trake i dve pešačke staze i širok je 31,440 m. Razmaci stubova su 27+178,5+220,5+ 48 m, pa je ukupna dužina mosta 474 m. Na dva centralna raspona su čelični lukovi sa zategom, dijagonalnim vešaljkama i spregnutom kolovoznom konstrukcijom. Konstrukcija mosta (glavni noseći sistemi, vešaljke i kolovozne konstrukcije) je vrlo racionalna po količini materijala i koštanju izgradnje.",
publisher = "Društvo građevinskih konstruktera Srbije, Beograd",
journal = "Zbornik radova / DGKS Društvo građevinskih konstruktera Srbije, 14. kongres, Novi Sad, 24-26. oktobar, 2014.",
title = "Railway road bridge in Novi Sad - rationality of the bridge structure, Železničko-drumski most u Novom Sadu - racionalnost konstrukcije mosta",
pages = "70-59",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1257"
}

Bojović, A., Marković, Z., Mora, A., Casosala, L., Aleksić, D., Pavlović, M., Spremić, M.,& Novaković, N.. (2014). Railway road bridge in Novi Sad - rationality of the bridge structure. in Zbornik radova / DGKS Društvo građevinskih konstruktera Srbije, 14. kongres, Novi Sad, 24-26. oktobar, 2014.
Društvo građevinskih konstruktera Srbije, Beograd., 59-70.
https://hdl.handle.net/21.15107/rcub_grafar_1257

Bojović A, Marković Z, Mora A, Casosala L, Aleksić D, Pavlović M, Spremić M, Novaković N. Railway road bridge in Novi Sad - rationality of the bridge structure. in Zbornik radova / DGKS Društvo građevinskih konstruktera Srbije, 14. kongres, Novi Sad, 24-26. oktobar, 2014.. 2014;:59-70.
https://hdl.handle.net/21.15107/rcub_grafar_1257 .

Bojović, Aleksandar, Marković, Zlatko, Mora, A., Casosala, L., Aleksić, Dimitrije, Pavlović, Marko, Spremić, Milan, Novaković, Novak, "Railway road bridge in Novi Sad - rationality of the bridge structure" in Zbornik radova / DGKS Društvo građevinskih konstruktera Srbije, 14. kongres, Novi Sad, 24-26. oktobar, 2014. (2014):59-70,
https://hdl.handle.net/21.15107/rcub_grafar_1257 .

TY  - CONF
AU  - Todorović, Marija
AU  - Kovačević, Saša
AU  - Pavlović, Marko
AU  - Spremić, Milan
AU  - Marković, Zlatko
PY  - 2014
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1247
PB  - ECCS, Brussels
C3  - Eurosteel 2014 : 7th European conference on steel composite structures : September 10-12, 2014 Naples, Italy
T1  - Behaviour of prefabricated steel-concrete composite bridge decks with grouped headed studs and bolted shear connectors
EP  - 589
SP  - 587
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1247
ER  - 

@conference{
author = "Todorović, Marija and Kovačević, Saša and Pavlović, Marko and Spremić, Milan and Marković, Zlatko",
year = "2014",
publisher = "ECCS, Brussels",
journal = "Eurosteel 2014 : 7th European conference on steel composite structures : September 10-12, 2014 Naples, Italy",
title = "Behaviour of prefabricated steel-concrete composite bridge decks with grouped headed studs and bolted shear connectors",
pages = "589-587",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1247"
}

Todorović, M., Kovačević, S., Pavlović, M., Spremić, M.,& Marković, Z.. (2014). Behaviour of prefabricated steel-concrete composite bridge decks with grouped headed studs and bolted shear connectors. in Eurosteel 2014 : 7th European conference on steel composite structures : September 10-12, 2014 Naples, Italy
ECCS, Brussels., 587-589.
https://hdl.handle.net/21.15107/rcub_grafar_1247

Todorović M, Kovačević S, Pavlović M, Spremić M, Marković Z. Behaviour of prefabricated steel-concrete composite bridge decks with grouped headed studs and bolted shear connectors. in Eurosteel 2014 : 7th European conference on steel composite structures : September 10-12, 2014 Naples, Italy. 2014;:587-589.
https://hdl.handle.net/21.15107/rcub_grafar_1247 .

Todorović, Marija, Kovačević, Saša, Pavlović, Marko, Spremić, Milan, Marković, Zlatko, "Behaviour of prefabricated steel-concrete composite bridge decks with grouped headed studs and bolted shear connectors" in Eurosteel 2014 : 7th European conference on steel composite structures : September 10-12, 2014 Naples, Italy (2014):587-589,
https://hdl.handle.net/21.15107/rcub_grafar_1247 .

TY  - CONF
AU  - Pavlović, Marko
AU  - Marković, Zlatko
AU  - Spremić, Milan
AU  - Veljković, Milan
AU  - Buđevac, Dragan
PY  - 2014
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1159
PB  - ECCS, Brussels
C3  - Eurosteel 2014 : 7th European conference on steel composite structures : September 10-12, 2014 Naples, Italy
T1  - Influence of number of embedded nuts and bolt preloading force on behaviour of bolted shear connectors in the pushout test
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1159
ER  - 

@conference{
author = "Pavlović, Marko and Marković, Zlatko and Spremić, Milan and Veljković, Milan and Buđevac, Dragan",
year = "2014",
publisher = "ECCS, Brussels",
journal = "Eurosteel 2014 : 7th European conference on steel composite structures : September 10-12, 2014 Naples, Italy",
title = "Influence of number of embedded nuts and bolt preloading force on behaviour of bolted shear connectors in the pushout test",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1159"
}

Pavlović, M., Marković, Z., Spremić, M., Veljković, M.,& Buđevac, D.. (2014). Influence of number of embedded nuts and bolt preloading force on behaviour of bolted shear connectors in the pushout test. in Eurosteel 2014 : 7th European conference on steel composite structures : September 10-12, 2014 Naples, Italy
ECCS, Brussels..
https://hdl.handle.net/21.15107/rcub_grafar_1159

Pavlović M, Marković Z, Spremić M, Veljković M, Buđevac D. Influence of number of embedded nuts and bolt preloading force on behaviour of bolted shear connectors in the pushout test. in Eurosteel 2014 : 7th European conference on steel composite structures : September 10-12, 2014 Naples, Italy. 2014;.
https://hdl.handle.net/21.15107/rcub_grafar_1159 .

Pavlović, Marko, Marković, Zlatko, Spremić, Milan, Veljković, Milan, Buđevac, Dragan, "Influence of number of embedded nuts and bolt preloading force on behaviour of bolted shear connectors in the pushout test" in Eurosteel 2014 : 7th European conference on steel composite structures : September 10-12, 2014 Naples, Italy (2014),
https://hdl.handle.net/21.15107/rcub_grafar_1159 .

TY  - JOUR
AU  - Pavlović, Marko
AU  - Spremić, Milan
AU  - Marković, Zlatko
AU  - Buđevac, Dragan
AU  - Veljković, Milan
PY  - 2014
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/631
AB  - Prefabrication of steel-concrete composite decks can improve their competitiveness and sustainability. This paper presents recent studies of longitudinal shear connection at the University of Belgrade, Faculty of Civil Engineering. Grouped welded headed studs and bolted shear connectors, suitable for prefabricated composite construction, has been examined in push-out tests. Totally 30 tests were conducted, and advanced FEA were made using Abaqus/Explicit dynamic solver. Based on the experimental and numerical studies behaviour those two shear connectors are compared.
AB  - Prefabrikacijom spregnutih konstrukcija od čelika i betona može se povećati njihova konkurentnost i održivost. Ovde su prikazana istraživanja podužnih smičućih spojeva koja su nedavno sprovedena na Građevinskom fakultetu Univerziteta u Beogradu. Grupisani moždanici sa glavom i zavrtnjevi kao sredstva za sprezanje koja su pogodna za prefabrikaciju spregnutih konstrukcija su ispitivani standardnim eksperimentom smicanja. Eksperimentalno je ispitano ukupno 30 uzoraka i vršene su analize na bazi MKE korišćenjem softverskog paketa Abaqus/Explicit. Na bazi ekserimentalnih i numeričkih ispitivanja izvršeno je poređenje ponašanja ova dva sredstva za sprezanje.
PB  - Institut za istraživanja i projektovanja u privredi, Beograd
T2  - Journal of Applied Engineering Science
T1  - Recent research of shear connection in prefabricated steel-concrete composite beams
T1  - Savremena istraživanja smičućeg spoja prefabrikovanih spregnutih greda od čelika i betona
EP  - 80
IS  - 1
SP  - 75
VL  - 12
DO  - 10.5937/jaes12-5676
ER  - 

@article{
author = "Pavlović, Marko and Spremić, Milan and Marković, Zlatko and Buđevac, Dragan and Veljković, Milan",
year = "2014",
abstract = "Prefabrication of steel-concrete composite decks can improve their competitiveness and sustainability. This paper presents recent studies of longitudinal shear connection at the University of Belgrade, Faculty of Civil Engineering. Grouped welded headed studs and bolted shear connectors, suitable for prefabricated composite construction, has been examined in push-out tests. Totally 30 tests were conducted, and advanced FEA were made using Abaqus/Explicit dynamic solver. Based on the experimental and numerical studies behaviour those two shear connectors are compared., Prefabrikacijom spregnutih konstrukcija od čelika i betona može se povećati njihova konkurentnost i održivost. Ovde su prikazana istraživanja podužnih smičućih spojeva koja su nedavno sprovedena na Građevinskom fakultetu Univerziteta u Beogradu. Grupisani moždanici sa glavom i zavrtnjevi kao sredstva za sprezanje koja su pogodna za prefabrikaciju spregnutih konstrukcija su ispitivani standardnim eksperimentom smicanja. Eksperimentalno je ispitano ukupno 30 uzoraka i vršene su analize na bazi MKE korišćenjem softverskog paketa Abaqus/Explicit. Na bazi ekserimentalnih i numeričkih ispitivanja izvršeno je poređenje ponašanja ova dva sredstva za sprezanje.",
publisher = "Institut za istraživanja i projektovanja u privredi, Beograd",
journal = "Journal of Applied Engineering Science",
title = "Recent research of shear connection in prefabricated steel-concrete composite beams, Savremena istraživanja smičućeg spoja prefabrikovanih spregnutih greda od čelika i betona",
pages = "80-75",
number = "1",
volume = "12",
doi = "10.5937/jaes12-5676"
}

Pavlović, M., Spremić, M., Marković, Z., Buđevac, D.,& Veljković, M.. (2014). Recent research of shear connection in prefabricated steel-concrete composite beams. in Journal of Applied Engineering Science
Institut za istraživanja i projektovanja u privredi, Beograd., 12(1), 75-80.
https://doi.org/10.5937/jaes12-5676

Pavlović M, Spremić M, Marković Z, Buđevac D, Veljković M. Recent research of shear connection in prefabricated steel-concrete composite beams. in Journal of Applied Engineering Science. 2014;12(1):75-80.
doi:10.5937/jaes12-5676 .

Pavlović, Marko, Spremić, Milan, Marković, Zlatko, Buđevac, Dragan, Veljković, Milan, "Recent research of shear connection in prefabricated steel-concrete composite beams" in Journal of Applied Engineering Science, 12, no. 1 (2014):75-80,
https://doi.org/10.5937/jaes12-5676 . .