TY  - JOUR
AU  - Luković, Mladena
AU  - Budnik, Bartosz
AU  - Dragaš, Jelena
AU  - Carević, Vedran
AU  - Ignjatović, Ivan
PY  - 2023
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3230
AB  - Strain Hardening Cementitious Composite (SHCC) is an innovative type of fibre-reinforced cement-based composite that has superior tensile properties. Because of this, it holds the potential to enhance the shear capacity of reinforced concrete (RC) beams, if applied properly. This paper presents the general and distinctive properties of SHCC as well as a literature review of topics related to the contribution of SHCC layers to the shear resistance of RC beams with and without shear reinforcement. Based on the analysed results, it is concluded that the main characteristics of SHCC are its microcracking behaviour, high ductility, and increased tensile strength (between 2 and 8 MPa) at large deformations. When used in structural elements, SHCC develops multiple parallel cracks compared to concentrated cracks in conventionally reinforced concrete. The biggest disadvantage of SHCC is its significant drying shrinkage. Although showing high variability, using SHCC as laminates with a thickness of 10 mm improves the shear capacity of hybrid RC beams, but debonding of interfaces in a hybrid system occurs in some cases.
PB  - Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije (DIMK)
PB  - Univerzitet u Beogradu, Građevinski fakultet
PB  - Društvo građevinskih konstruktera Srbije
T2  - Building Materials and Structures
T1  - Contribution of strain-hardening cementitious composites (SHCC) to shear resistance in hybrid reinforced concrete beams
EP  - 155
IS  - 3
SP  - 145
VL  - 66
DO  - 10.5937/GRMK2300006L
ER  - 

@article{
author = "Luković, Mladena and Budnik, Bartosz and Dragaš, Jelena and Carević, Vedran and Ignjatović, Ivan",
year = "2023",
abstract = "Strain Hardening Cementitious Composite (SHCC) is an innovative type of fibre-reinforced cement-based composite that has superior tensile properties. Because of this, it holds the potential to enhance the shear capacity of reinforced concrete (RC) beams, if applied properly. This paper presents the general and distinctive properties of SHCC as well as a literature review of topics related to the contribution of SHCC layers to the shear resistance of RC beams with and without shear reinforcement. Based on the analysed results, it is concluded that the main characteristics of SHCC are its microcracking behaviour, high ductility, and increased tensile strength (between 2 and 8 MPa) at large deformations. When used in structural elements, SHCC develops multiple parallel cracks compared to concentrated cracks in conventionally reinforced concrete. The biggest disadvantage of SHCC is its significant drying shrinkage. Although showing high variability, using SHCC as laminates with a thickness of 10 mm improves the shear capacity of hybrid RC beams, but debonding of interfaces in a hybrid system occurs in some cases.",
publisher = "Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije (DIMK), Univerzitet u Beogradu, Građevinski fakultet, Društvo građevinskih konstruktera Srbije",
journal = "Building Materials and Structures",
title = "Contribution of strain-hardening cementitious composites (SHCC) to shear resistance in hybrid reinforced concrete beams",
pages = "155-145",
number = "3",
volume = "66",
doi = "10.5937/GRMK2300006L"
}

Luković, M., Budnik, B., Dragaš, J., Carević, V.,& Ignjatović, I.. (2023). Contribution of strain-hardening cementitious composites (SHCC) to shear resistance in hybrid reinforced concrete beams. in Building Materials and Structures
Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije (DIMK)., 66(3), 145-155.
https://doi.org/10.5937/GRMK2300006L

Luković M, Budnik B, Dragaš J, Carević V, Ignjatović I. Contribution of strain-hardening cementitious composites (SHCC) to shear resistance in hybrid reinforced concrete beams. in Building Materials and Structures. 2023;66(3):145-155.
doi:10.5937/GRMK2300006L .

Luković, Mladena, Budnik, Bartosz, Dragaš, Jelena, Carević, Vedran, Ignjatović, Ivan, "Contribution of strain-hardening cementitious composites (SHCC) to shear resistance in hybrid reinforced concrete beams" in Building Materials and Structures, 66, no. 3 (2023):145-155,
https://doi.org/10.5937/GRMK2300006L . .

TY  - JOUR
AU  - Luković, Mladena
AU  - Budnik, Bartosz
AU  - Dragaš, Jelena
AU  - Carević, Vedran
AU  - Ignjatović, Ivan
PY  - 2023
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3160
AB  - Strain Hardening Cementitious Composite (SHCC) is an innovative type of fibrereinforced
cement-based composite that has superior tensile properties. Because 
of this, it holds the potential to enhance the shear capacity of reinforced concrete 
(RC) beams, if applied properly. This paper presents the general and distinctive 
properties of SHCC as well as a literature review of topics related to the contribution 
of SHCC layers to the shear resistance of RC beams with and without shear 
reinforcement. Based on the analysed results, it is concluded that the main 
characteristics of SHCC are its microcracking behaviour, high ductility, and 
increased tensile strength (between 2 and 8 MPa) at large deformations. When used 
in structural elements, SHCC develops multiple parallel cracks compared to 
concentrated cracks in conventionally reinforced concrete. The biggest 
disadvantage of SHCC is its significant drying shrinkage. Although showing high 
variability, using SHCC as laminates with a thickness of 10 mm improves the shear 
capacity of hybrid RC beams, but debonding of interfaces in a hybrid system occurrs 
in some cases.
PB  - Faculty of Civil Engineering, University of Belgrade
PB  - Society for Materials and Structures Testing of Serbia
PB  - Association of Structural Engineers of Serbia
T2  - Building materials and structures
T1  - Contribution of strain-hardening cementitious composites (SHCC) to shear resistance in hybrid reinforced concrete beams
IS  - Article 2300006L in press
VL  - 66
DO  - 10.5937/GRMK2300006L
ER  - 

@article{
author = "Luković, Mladena and Budnik, Bartosz and Dragaš, Jelena and Carević, Vedran and Ignjatović, Ivan",
year = "2023",
abstract = "Strain Hardening Cementitious Composite (SHCC) is an innovative type of fibrereinforced
cement-based composite that has superior tensile properties. Because 
of this, it holds the potential to enhance the shear capacity of reinforced concrete 
(RC) beams, if applied properly. This paper presents the general and distinctive 
properties of SHCC as well as a literature review of topics related to the contribution 
of SHCC layers to the shear resistance of RC beams with and without shear 
reinforcement. Based on the analysed results, it is concluded that the main 
characteristics of SHCC are its microcracking behaviour, high ductility, and 
increased tensile strength (between 2 and 8 MPa) at large deformations. When used 
in structural elements, SHCC develops multiple parallel cracks compared to 
concentrated cracks in conventionally reinforced concrete. The biggest 
disadvantage of SHCC is its significant drying shrinkage. Although showing high 
variability, using SHCC as laminates with a thickness of 10 mm improves the shear 
capacity of hybrid RC beams, but debonding of interfaces in a hybrid system occurrs 
in some cases.",
publisher = "Faculty of Civil Engineering, University of Belgrade, Society for Materials and Structures Testing of Serbia, Association of Structural Engineers of Serbia",
journal = "Building materials and structures",
title = "Contribution of strain-hardening cementitious composites (SHCC) to shear resistance in hybrid reinforced concrete beams",
number = "Article 2300006L in press",
volume = "66",
doi = "10.5937/GRMK2300006L"
}

Luković, M., Budnik, B., Dragaš, J., Carević, V.,& Ignjatović, I.. (2023). Contribution of strain-hardening cementitious composites (SHCC) to shear resistance in hybrid reinforced concrete beams. in Building materials and structures
Faculty of Civil Engineering, University of Belgrade., 66(Article 2300006L in press).
https://doi.org/10.5937/GRMK2300006L

Luković M, Budnik B, Dragaš J, Carević V, Ignjatović I. Contribution of strain-hardening cementitious composites (SHCC) to shear resistance in hybrid reinforced concrete beams. in Building materials and structures. 2023;66(Article 2300006L in press).
doi:10.5937/GRMK2300006L .

Luković, Mladena, Budnik, Bartosz, Dragaš, Jelena, Carević, Vedran, Ignjatović, Ivan, "Contribution of strain-hardening cementitious composites (SHCC) to shear resistance in hybrid reinforced concrete beams" in Building materials and structures, 66, no. Article 2300006L in press (2023),
https://doi.org/10.5937/GRMK2300006L . .