Damnjanović, Emilija

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Authority KeyName Variants
orcid::0000-0001-9099-8983
  • Damnjanović, Emilija (14)
  • Jočić, Emilija (3)
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Author's Bibliography

Progressive failure analysis of laminar composites under three-dimensional stress state using layered finite elements

Jočić, Emilija

(Univerzitet u Beogradu Građevinski fakultet Beograd, 2023)

TY  - THES
AU  - Jočić, Emilija
PY  - 2023
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3234
AB  - Laminar composites are extensively used in civil engendering due to their exceptional strength,
stiffness, corrosion resistance, and cost-effectiveness. They are ideal for high-reliability applications.
The 21st century’s focus on environmental protection has led to increased use of
natural-based materials like cross-laminated timber (CLT) in building construction. CLT panels
have a high stiffness-to-weight ratio, making them well-suited as load-bearing elements, such as
walls and floors. The optimal design of laminar composites is often hindered by uncertainties
in failure prediction and the computational costs associated with progressive failure analysis
(PFA), particularly for larger structures.
This study introduces a novel prediction model that combines the smeared crack band (SCB)
damage model with the full layerwise theory (FLWT). The aim is to enhance the computational
efficiency of PFA in laminar composites while maintaining the accuracy of 3D finite element
models. The SCB model accurately captures the response of damaged lamina in both fiber
and matrix directions using distinct strain-softening curves, ensuring a precise representation
of post-failure behaviour. The damage law is derived based on the assumption that the total
energy required to cause failure in an element (released strain energy) is equivalent to the energy
necessary to create a crack passing through it. To alleviate mesh dependency, the fracture energy
is scaled by a characteristic element length. Failure initiation and modes are determined using
the Hashin failure criterion. Furthermore, the model is extended to consider different failure
behaviour of timber in tension and compression. This extension enhances the computational
framework’s applicability to the field of computational mechanics for bio-based composites, such
as CLT. The validity of the model is then confirmed through an extensive experimental program
carried out at the Faculty of Civil Engineering, University of Belgrade.
Application of layered finite elements for continuum damage modelling in laminar composites
remains largely unexplored in literature, particularly when combined with the SCB damage
model. The FLWT-based model accurately captures the 3D stress state within each lamina,
including continuous transverse stresses between adjacent layers, crucial for accurate prediction
of failure initiation. Furthermore, the FLWT demonstrates a weak correlation between the size
of the considered domain and the mesh, presenting a notable difference from standard finite
element models. The developed FLWT-SCB prediction model is integrated into an original
FLWTFEM framework, offering a user-friendly graphical environment for easy visualization
of input and output data. The proposed model’s efficiency has been verified using numerous
benchmark examples during progressive failure analyses of laminar composites and CLT panels
with arbitrary geometries, loading and boudary conditions and stacking sequences. The model
has demonstrated its accuracy in predicting the response of both intact and damaged laminar
composites, and valuable recommendations for future research in this field are included.
AB  - Zbog svojih izuzetnih materijalnih karakteristika u pogledu čvrstoće i krutosti, male sopstvene
težine, otpornosti na koroziju i niskih troškova održavanja, kompozitni laminati imaju potencijal
za upotrebu u građevinarstvu. Sa porastom svesti o zaštiti životne sredine u 21. veku, sve je
češća upotreba prirodnih materijala. U skladu sa tim, u građevinarstvu sve veću popularnost
stiče kompozitni laminat na bazi drveta - unakrsno-lamelirano drvo (CLT). Zbog visokog odnosa
krutosti i sopstvene težine CLT-a, moguće je projektovati elemente male težine i velikog raspona.
Nepouzdanost u predviđanju ponašanja oštećenih kompozitnih laminata, kao i kompleksnost
proračuna progresivnog loma znatno otežavaju njihovo projektovanje.
U okviru ove disertacije je razvijen numerički model za analizu progresivnog loma kompozitnih
laminata, koristeći model razmazane pukotine (eng. "smeared crack band" - SCB) i slojevitu
teoriju ploča. Model poseduje kapacitet trodimenzionalnih numeričkih modela uz smanjeno
trajanje proračuna, čime se povećava efikasnost numeričke analize. Kod SCB modela, ponašanje
oštećene lamine je opisano različitim krivama loma u naponsko-deformacijskom prostoru, kako
bi se u makroskopskom pogledu opisala propagacija oštećenja koje nastaje usled kidanja vlakana
i matrice, respektivno. Zakon omekšavanja materijala je određen na osnovu pretpostavke da je
oslobođena energija deformacije jednaka energiji potrebnoj da dođe do loma vlakana, odnosno
kidanja matrice. Inicijacija i oblici loma su određeni primenom Hashin-ovog kriterijuma loma.
Nakon toga, izvršena je modifikacija modela kako bi se opisalo različito ponašanje drveta pri
zatezanju i pritisku. Na taj način, mogućnosti razvijenog numeričkog modela su proširene
i na analizu progresivnog loma prirodnih kompozitnih laminata, kao što je CLT. Validnost
predloženog modela je potvrđena kroz detaljna eksperimentalna ispitivanja na Građevinskom
fakultetu Univerziteta u Beogradu.
Upotreba slojevitih konačnih elemenata u analizi progresivnog loma je u velikoj meri neistražena
u literaturi, posebno u kombinaciji sa SCB degradacijskim modelima, gde slojeviti model
ploče treba objediniti sa fenomenima mehanike loma. Numerički model, zasnovan na slojevitoj
teoriji ploča, omogućava precizno određivanje prostornog stanja napona, zadovoljavajući uslove
ravnoteže međulaminarnih napona, što je veoma bitno prilikom predviđanja inicijacije loma.
Takođe, pri modeliranju većih konstrukcija, primenom slojevite teorije ploča omogućava se
znatno smanjenje broja konačnih elemenata u poređenju sa postojećim numeričkim modelima.
Razvijeni numerički model je implementiran u FLWTFEM kod, čime je obezbeđeno puno
grafičko okruženje, pogodno za vizualizaciju ulaznih podataka i rezultata proračuna. Efikasnost
predloženog modela je verifikovana korišćenjem brojnih referentnih numeričkih primera, prilikom
analize progresivnog loma kompozitnih laminata i CLT panela sa proizvoljnom geometrijom,
opterećenjem, graničnim uslovima i orijentacijom slojeva. Potvrđena je tačnost predloženog
modela u predviđanju odgovora kako neoštećenih tako i oštećenih kompozitnih laminata, a date
su i važne preporuke za buduća istraživanja u ovoj oblasti.
PB  - Univerzitet u Beogradu Građevinski fakultet Beograd
T1  - Progressive failure analysis of laminar composites under three-dimensional stress state using layered finite elements
T1  - Analiza progresivnog loma kompozitnih laminata u uslovima prostornog stanja napona primenom slojevitih konačnih elemenata
UR  - https://hdl.handle.net/21.15107/rcub_grafar_3234
ER  - 
@phdthesis{
author = "Jočić, Emilija",
year = "2023",
abstract = "Laminar composites are extensively used in civil engendering due to their exceptional strength,
stiffness, corrosion resistance, and cost-effectiveness. They are ideal for high-reliability applications.
The 21st century’s focus on environmental protection has led to increased use of
natural-based materials like cross-laminated timber (CLT) in building construction. CLT panels
have a high stiffness-to-weight ratio, making them well-suited as load-bearing elements, such as
walls and floors. The optimal design of laminar composites is often hindered by uncertainties
in failure prediction and the computational costs associated with progressive failure analysis
(PFA), particularly for larger structures.
This study introduces a novel prediction model that combines the smeared crack band (SCB)
damage model with the full layerwise theory (FLWT). The aim is to enhance the computational
efficiency of PFA in laminar composites while maintaining the accuracy of 3D finite element
models. The SCB model accurately captures the response of damaged lamina in both fiber
and matrix directions using distinct strain-softening curves, ensuring a precise representation
of post-failure behaviour. The damage law is derived based on the assumption that the total
energy required to cause failure in an element (released strain energy) is equivalent to the energy
necessary to create a crack passing through it. To alleviate mesh dependency, the fracture energy
is scaled by a characteristic element length. Failure initiation and modes are determined using
the Hashin failure criterion. Furthermore, the model is extended to consider different failure
behaviour of timber in tension and compression. This extension enhances the computational
framework’s applicability to the field of computational mechanics for bio-based composites, such
as CLT. The validity of the model is then confirmed through an extensive experimental program
carried out at the Faculty of Civil Engineering, University of Belgrade.
Application of layered finite elements for continuum damage modelling in laminar composites
remains largely unexplored in literature, particularly when combined with the SCB damage
model. The FLWT-based model accurately captures the 3D stress state within each lamina,
including continuous transverse stresses between adjacent layers, crucial for accurate prediction
of failure initiation. Furthermore, the FLWT demonstrates a weak correlation between the size
of the considered domain and the mesh, presenting a notable difference from standard finite
element models. The developed FLWT-SCB prediction model is integrated into an original
FLWTFEM framework, offering a user-friendly graphical environment for easy visualization
of input and output data. The proposed model’s efficiency has been verified using numerous
benchmark examples during progressive failure analyses of laminar composites and CLT panels
with arbitrary geometries, loading and boudary conditions and stacking sequences. The model
has demonstrated its accuracy in predicting the response of both intact and damaged laminar
composites, and valuable recommendations for future research in this field are included., Zbog svojih izuzetnih materijalnih karakteristika u pogledu čvrstoće i krutosti, male sopstvene
težine, otpornosti na koroziju i niskih troškova održavanja, kompozitni laminati imaju potencijal
za upotrebu u građevinarstvu. Sa porastom svesti o zaštiti životne sredine u 21. veku, sve je
češća upotreba prirodnih materijala. U skladu sa tim, u građevinarstvu sve veću popularnost
stiče kompozitni laminat na bazi drveta - unakrsno-lamelirano drvo (CLT). Zbog visokog odnosa
krutosti i sopstvene težine CLT-a, moguće je projektovati elemente male težine i velikog raspona.
Nepouzdanost u predviđanju ponašanja oštećenih kompozitnih laminata, kao i kompleksnost
proračuna progresivnog loma znatno otežavaju njihovo projektovanje.
U okviru ove disertacije je razvijen numerički model za analizu progresivnog loma kompozitnih
laminata, koristeći model razmazane pukotine (eng. "smeared crack band" - SCB) i slojevitu
teoriju ploča. Model poseduje kapacitet trodimenzionalnih numeričkih modela uz smanjeno
trajanje proračuna, čime se povećava efikasnost numeričke analize. Kod SCB modela, ponašanje
oštećene lamine je opisano različitim krivama loma u naponsko-deformacijskom prostoru, kako
bi se u makroskopskom pogledu opisala propagacija oštećenja koje nastaje usled kidanja vlakana
i matrice, respektivno. Zakon omekšavanja materijala je određen na osnovu pretpostavke da je
oslobođena energija deformacije jednaka energiji potrebnoj da dođe do loma vlakana, odnosno
kidanja matrice. Inicijacija i oblici loma su određeni primenom Hashin-ovog kriterijuma loma.
Nakon toga, izvršena je modifikacija modela kako bi se opisalo različito ponašanje drveta pri
zatezanju i pritisku. Na taj način, mogućnosti razvijenog numeričkog modela su proširene
i na analizu progresivnog loma prirodnih kompozitnih laminata, kao što je CLT. Validnost
predloženog modela je potvrđena kroz detaljna eksperimentalna ispitivanja na Građevinskom
fakultetu Univerziteta u Beogradu.
Upotreba slojevitih konačnih elemenata u analizi progresivnog loma je u velikoj meri neistražena
u literaturi, posebno u kombinaciji sa SCB degradacijskim modelima, gde slojeviti model
ploče treba objediniti sa fenomenima mehanike loma. Numerički model, zasnovan na slojevitoj
teoriji ploča, omogućava precizno određivanje prostornog stanja napona, zadovoljavajući uslove
ravnoteže međulaminarnih napona, što je veoma bitno prilikom predviđanja inicijacije loma.
Takođe, pri modeliranju većih konstrukcija, primenom slojevite teorije ploča omogućava se
znatno smanjenje broja konačnih elemenata u poređenju sa postojećim numeričkim modelima.
Razvijeni numerički model je implementiran u FLWTFEM kod, čime je obezbeđeno puno
grafičko okruženje, pogodno za vizualizaciju ulaznih podataka i rezultata proračuna. Efikasnost
predloženog modela je verifikovana korišćenjem brojnih referentnih numeričkih primera, prilikom
analize progresivnog loma kompozitnih laminata i CLT panela sa proizvoljnom geometrijom,
opterećenjem, graničnim uslovima i orijentacijom slojeva. Potvrđena je tačnost predloženog
modela u predviđanju odgovora kako neoštećenih tako i oštećenih kompozitnih laminata, a date
su i važne preporuke za buduća istraživanja u ovoj oblasti.",
publisher = "Univerzitet u Beogradu Građevinski fakultet Beograd",
title = "Progressive failure analysis of laminar composites under three-dimensional stress state using layered finite elements, Analiza progresivnog loma kompozitnih laminata u uslovima prostornog stanja napona primenom slojevitih konačnih elemenata",
url = "https://hdl.handle.net/21.15107/rcub_grafar_3234"
}
Jočić, E.. (2023). Progressive failure analysis of laminar composites under three-dimensional stress state using layered finite elements. 
Univerzitet u Beogradu Građevinski fakultet Beograd..
https://hdl.handle.net/21.15107/rcub_grafar_3234
Jočić E. Progressive failure analysis of laminar composites under three-dimensional stress state using layered finite elements. 2023;.
https://hdl.handle.net/21.15107/rcub_grafar_3234 .
Jočić, Emilija, "Progressive failure analysis of laminar composites under three-dimensional stress state using layered finite elements" (2023),
https://hdl.handle.net/21.15107/rcub_grafar_3234 .

Progressive failure analysis of composite laminates loaded in compression

Jočić, Emilija; Marjanović, Miroslav

(Univerzitet u Beogradu Građevinski fakultet Beograd, 2022)

TY  - CONF
AU  - Jočić, Emilija
AU  - Marjanović, Miroslav
PY  - 2022
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2711
AB  - U ovom radu sprovedena je analiza progresivnog loma pločastih kompozitnih laminata,
opterećenih na pritisak. Hashin-ov kriterijum je korišćen prilikom određivanja inicijacije loma
laminata, dok je razvoj oštećenja analiziran primenom modela razmazane pukotine. U cilju
poboljšanja efikasnosti proračuna, izabrani model oštećenja je implementiran u numerički
model zasnovan na Redijevoj slojevitoj teoriji ploča. Prilikom validacije razvijenog
algoritamskog modela, dobijeni rezultati su upoređeni sa numeričkim rezultatima iz literature i
dobijena su odlična poklapanja.
AB  - This paper deals with the progressive failure analysis (PFA) of plate-like composite laminates
loaded in compression. The Hashin failure criterion was used to detect failure initiation, while
damage evaluation behaviour was calculated using the smeared crack band (SCB) damage
model. SCB damage model have been incorporated into the Full-Layerwise Theory (FLWT)
framework to increase the computational efficiency of the PFA. To verify the effectiveness of
the FLWT-SCB prediction model, the obtained results were compared against the benchmark
data from the literature and excellent agreement has been obtained.
PB  - Univerzitet u Beogradu Građevinski fakultet Beograd
PB  - Društvo građevinskih konstruktera Srbije
C3  - 16th Congress hosted by Association of Structural Engineers of Serbia, 2022, 148-157
T1  - Progressive failure analysis of composite laminates loaded in compression
T1  - Анализа прогресивног лома композитних ламината изложених сили притиска
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2711
ER  - 
@conference{
author = "Jočić, Emilija and Marjanović, Miroslav",
year = "2022",
abstract = "U ovom radu sprovedena je analiza progresivnog loma pločastih kompozitnih laminata,
opterećenih na pritisak. Hashin-ov kriterijum je korišćen prilikom određivanja inicijacije loma
laminata, dok je razvoj oštećenja analiziran primenom modela razmazane pukotine. U cilju
poboljšanja efikasnosti proračuna, izabrani model oštećenja je implementiran u numerički
model zasnovan na Redijevoj slojevitoj teoriji ploča. Prilikom validacije razvijenog
algoritamskog modela, dobijeni rezultati su upoređeni sa numeričkim rezultatima iz literature i
dobijena su odlična poklapanja., This paper deals with the progressive failure analysis (PFA) of plate-like composite laminates
loaded in compression. The Hashin failure criterion was used to detect failure initiation, while
damage evaluation behaviour was calculated using the smeared crack band (SCB) damage
model. SCB damage model have been incorporated into the Full-Layerwise Theory (FLWT)
framework to increase the computational efficiency of the PFA. To verify the effectiveness of
the FLWT-SCB prediction model, the obtained results were compared against the benchmark
data from the literature and excellent agreement has been obtained.",
publisher = "Univerzitet u Beogradu Građevinski fakultet Beograd, Društvo građevinskih konstruktera Srbije",
journal = "16th Congress hosted by Association of Structural Engineers of Serbia, 2022, 148-157",
title = "Progressive failure analysis of composite laminates loaded in compression, Анализа прогресивног лома композитних ламината изложених сили притиска",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2711"
}
Jočić, E.,& Marjanović, M.. (2022). Progressive failure analysis of composite laminates loaded in compression. in 16th Congress hosted by Association of Structural Engineers of Serbia, 2022, 148-157
Univerzitet u Beogradu Građevinski fakultet Beograd..
https://hdl.handle.net/21.15107/rcub_grafar_2711
Jočić E, Marjanović M. Progressive failure analysis of composite laminates loaded in compression. in 16th Congress hosted by Association of Structural Engineers of Serbia, 2022, 148-157. 2022;.
https://hdl.handle.net/21.15107/rcub_grafar_2711 .
Jočić, Emilija, Marjanović, Miroslav, "Progressive failure analysis of composite laminates loaded in compression" in 16th Congress hosted by Association of Structural Engineers of Serbia, 2022, 148-157 (2022),
https://hdl.handle.net/21.15107/rcub_grafar_2711 .

Progressive failure analysis of open-hole composite laminates using FLWT-SCB prediction model

Jočić, Emilija; Marjanović, Miroslav

(Elsevier, 2022)

TY  - JOUR
AU  - Jočić, Emilija
AU  - Marjanović, Miroslav
PY  - 2022
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2679
AB  - This paper presents the original incorporation of the smeared crack band (SCB) damage model within the full layerwise theory (FLWT) framework, to contribute to the increase of the computational efficiency of the progressive failure analysis of open-hole laminar composites loaded in tension, simultaneously preserving the accuracy of the conventional 3D finite element models. The developed FLWT-SCB prediction model was implemented into an original FLWTFEM framework allowing for the accurate 3D stress fields and excellent visualization capacity. The response of damaged lamina, in both fiber and matrix directions, was described by distinct bilinear strain-softening curves. The mesh dependency problem was minimized by scaling the fracture energy using a characteristic element length.
Both the failure initiation and failure modes were determined using the Hashin failure criterion. To verify the model effectiveness, the obtained results were compared against the experimental and benchmark data from the literature. Mesh dependency was analysed to confirm the benefits of suggested model, as well. The obtained results agreed with the experimental ones and those from the literature.
According to the numerical results, FLWT-SCB allows for coarser meshes than those used in the standard finite element models, leading to improved computational efficiency without compromising the accuracy. The model also demonstrated the weak dependency between the size of the structure and the mesh. The advantages of using FLWT-SCB damage model in achieving significant improvements in computational efficiency are highlighted.
PB  - Elsevier
T2  - International Journal of Mechanical Sciences
T1  - Progressive failure analysis of open-hole composite laminates using FLWT-SCB prediction model
SP  - 107407
VL  - 227
DO  - 10.1016/j.ijmecsci.2022.107407
ER  - 
@article{
author = "Jočić, Emilija and Marjanović, Miroslav",
year = "2022",
abstract = "This paper presents the original incorporation of the smeared crack band (SCB) damage model within the full layerwise theory (FLWT) framework, to contribute to the increase of the computational efficiency of the progressive failure analysis of open-hole laminar composites loaded in tension, simultaneously preserving the accuracy of the conventional 3D finite element models. The developed FLWT-SCB prediction model was implemented into an original FLWTFEM framework allowing for the accurate 3D stress fields and excellent visualization capacity. The response of damaged lamina, in both fiber and matrix directions, was described by distinct bilinear strain-softening curves. The mesh dependency problem was minimized by scaling the fracture energy using a characteristic element length.
Both the failure initiation and failure modes were determined using the Hashin failure criterion. To verify the model effectiveness, the obtained results were compared against the experimental and benchmark data from the literature. Mesh dependency was analysed to confirm the benefits of suggested model, as well. The obtained results agreed with the experimental ones and those from the literature.
According to the numerical results, FLWT-SCB allows for coarser meshes than those used in the standard finite element models, leading to improved computational efficiency without compromising the accuracy. The model also demonstrated the weak dependency between the size of the structure and the mesh. The advantages of using FLWT-SCB damage model in achieving significant improvements in computational efficiency are highlighted.",
publisher = "Elsevier",
journal = "International Journal of Mechanical Sciences",
title = "Progressive failure analysis of open-hole composite laminates using FLWT-SCB prediction model",
pages = "107407",
volume = "227",
doi = "10.1016/j.ijmecsci.2022.107407"
}
Jočić, E.,& Marjanović, M.. (2022). Progressive failure analysis of open-hole composite laminates using FLWT-SCB prediction model. in International Journal of Mechanical Sciences
Elsevier., 227, 107407.
https://doi.org/10.1016/j.ijmecsci.2022.107407
Jočić E, Marjanović M. Progressive failure analysis of open-hole composite laminates using FLWT-SCB prediction model. in International Journal of Mechanical Sciences. 2022;227:107407.
doi:10.1016/j.ijmecsci.2022.107407 .
Jočić, Emilija, Marjanović, Miroslav, "Progressive failure analysis of open-hole composite laminates using FLWT-SCB prediction model" in International Journal of Mechanical Sciences, 227 (2022):107407,
https://doi.org/10.1016/j.ijmecsci.2022.107407 . .
7

Effects of material uncertainties on vibration performance cross laminated timber floors

Milojević, Marija; Damnjanović, Emilija; Nefovska-Danilović, Marija; Marjanović, Miroslav

(Society for Materials and Structures Testing of Serbia, Belgrade, 2021)

TY  - JOUR
AU  - Milojević, Marija
AU  - Damnjanović, Emilija
AU  - Nefovska-Danilović, Marija
AU  - Marjanović, Miroslav
PY  - 2021
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2399
AB  - Variety of wood species and complexity of their structure make the reliable material properties of cross-laminated timber (CLT) difficult to obtain, which can lead to inaccurate prediction of CLT behavior. Due to high stiffness-to-weight ratio, CLT floors can suffer from vibration serviceability issues. This paper aims to quantify the uncertainties induced by material properties and investigate their effect on vibration performance of CLT floors. Analysis based on Monte Carlo simulations, considering material properties as random variables, is developed. Based on the conducted analysis, appropriate conclusions have been derived.
PB  - Society for Materials and Structures Testing of Serbia, Belgrade
PB  - University of Belgrade Faculty of Civil Engineering
PB  - Association of Structural Engineers of Serbia
T2  - Gradjevinski materijali i konstrukcije
T1  - Effects of material uncertainties on vibration performance cross laminated timber floors
EP  - 157
IS  - 3
SP  - 153
VL  - 64
DO  - 10.5937/grmk2103153M
ER  - 
@article{
author = "Milojević, Marija and Damnjanović, Emilija and Nefovska-Danilović, Marija and Marjanović, Miroslav",
year = "2021",
abstract = "Variety of wood species and complexity of their structure make the reliable material properties of cross-laminated timber (CLT) difficult to obtain, which can lead to inaccurate prediction of CLT behavior. Due to high stiffness-to-weight ratio, CLT floors can suffer from vibration serviceability issues. This paper aims to quantify the uncertainties induced by material properties and investigate their effect on vibration performance of CLT floors. Analysis based on Monte Carlo simulations, considering material properties as random variables, is developed. Based on the conducted analysis, appropriate conclusions have been derived.",
publisher = "Society for Materials and Structures Testing of Serbia, Belgrade, University of Belgrade Faculty of Civil Engineering, Association of Structural Engineers of Serbia",
journal = "Gradjevinski materijali i konstrukcije",
title = "Effects of material uncertainties on vibration performance cross laminated timber floors",
pages = "157-153",
number = "3",
volume = "64",
doi = "10.5937/grmk2103153M"
}
Milojević, M., Damnjanović, E., Nefovska-Danilović, M.,& Marjanović, M.. (2021). Effects of material uncertainties on vibration performance cross laminated timber floors. in Gradjevinski materijali i konstrukcije
Society for Materials and Structures Testing of Serbia, Belgrade., 64(3), 153-157.
https://doi.org/10.5937/grmk2103153M
Milojević M, Damnjanović E, Nefovska-Danilović M, Marjanović M. Effects of material uncertainties on vibration performance cross laminated timber floors. in Gradjevinski materijali i konstrukcije. 2021;64(3):153-157.
doi:10.5937/grmk2103153M .
Milojević, Marija, Damnjanović, Emilija, Nefovska-Danilović, Marija, Marjanović, Miroslav, "Effects of material uncertainties on vibration performance cross laminated timber floors" in Gradjevinski materijali i konstrukcije, 64, no. 3 (2021):153-157,
https://doi.org/10.5937/grmk2103153M . .
1

Effects of material uncertainties on vibration performance cross laminated timber floors

Milojević, Marija; Damnjanović, Emilija; Nefovska-Danilović, Marija; Marjanović, Miroslav

(Univerzitet u Beogradu Građevinski fakultet, 2021)

TY  - CONF
AU  - Milojević, Marija
AU  - Damnjanović, Emilija
AU  - Nefovska-Danilović, Marija
AU  - Marjanović, Miroslav
PY  - 2021
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2353
AB  - Variety of wood species and complexity of their structure make the reliable material properties of cross-laminated timber (CLT) difficult to obtain, which can lead to inaccurate prediction of CLT behavior. Due to high stiffness-to-weight ratio, CLT floors can suffer from vibration serviceability issues. This paper aims to quantify the uncertainties induced by material properties and investigate their effect on vibration performance of CLT floors. Analysis based on Monte Carlo simulations, considering material properties as random variables, is developed. Based on the conducted analysis, appropriate conclusions have been derived.
AB  - Raznolikost u vrstama drveta, kao i kompleksnost njegove strukture otežava pouzdanu procenu materijalnih karakteristika elemenata od unakrsno lameliranog drveta (CLT), što dovodi do nedovoljno tačnog predviđanja njihovog ponašanja. Problem koji se neretko javlja i narušava funkcionalnost CLT tavanica su vibracije. U ovom radu je izvršena analiza uticaja nepouzdanosti materijalnih karakteristika na vibracije CLT tavanica. Sprovedena je analiza zasnovana na Monte Karlo simulacijama, gde su karakteristike materijala usvojene kao slučajno promenljive veličine. Na osnovu dobijenih rezultata izvedeni su odgovarajući zaključci.
PB  - Univerzitet u Beogradu Građevinski fakultet
PB  - Društvo građevinskih konstruktera Srbije
C3  - 16th Congress hosted by Association of Structural Engineers of Serbia
T1  - Effects of material uncertainties on vibration performance cross laminated timber floors
T1  - Uticaj nepouzdanosti materijala na vibracije tavanica od unakrsno lameliranog drveta
EP  - 490
SP  - 483
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2353
ER  - 
@conference{
author = "Milojević, Marija and Damnjanović, Emilija and Nefovska-Danilović, Marija and Marjanović, Miroslav",
year = "2021",
abstract = "Variety of wood species and complexity of their structure make the reliable material properties of cross-laminated timber (CLT) difficult to obtain, which can lead to inaccurate prediction of CLT behavior. Due to high stiffness-to-weight ratio, CLT floors can suffer from vibration serviceability issues. This paper aims to quantify the uncertainties induced by material properties and investigate their effect on vibration performance of CLT floors. Analysis based on Monte Carlo simulations, considering material properties as random variables, is developed. Based on the conducted analysis, appropriate conclusions have been derived., Raznolikost u vrstama drveta, kao i kompleksnost njegove strukture otežava pouzdanu procenu materijalnih karakteristika elemenata od unakrsno lameliranog drveta (CLT), što dovodi do nedovoljno tačnog predviđanja njihovog ponašanja. Problem koji se neretko javlja i narušava funkcionalnost CLT tavanica su vibracije. U ovom radu je izvršena analiza uticaja nepouzdanosti materijalnih karakteristika na vibracije CLT tavanica. Sprovedena je analiza zasnovana na Monte Karlo simulacijama, gde su karakteristike materijala usvojene kao slučajno promenljive veličine. Na osnovu dobijenih rezultata izvedeni su odgovarajući zaključci.",
publisher = "Univerzitet u Beogradu Građevinski fakultet, Društvo građevinskih konstruktera Srbije",
journal = "16th Congress hosted by Association of Structural Engineers of Serbia",
title = "Effects of material uncertainties on vibration performance cross laminated timber floors, Uticaj nepouzdanosti materijala na vibracije tavanica od unakrsno lameliranog drveta",
pages = "490-483",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2353"
}
Milojević, M., Damnjanović, E., Nefovska-Danilović, M.,& Marjanović, M.. (2021). Effects of material uncertainties on vibration performance cross laminated timber floors. in 16th Congress hosted by Association of Structural Engineers of Serbia
Univerzitet u Beogradu Građevinski fakultet., 483-490.
https://hdl.handle.net/21.15107/rcub_grafar_2353
Milojević M, Damnjanović E, Nefovska-Danilović M, Marjanović M. Effects of material uncertainties on vibration performance cross laminated timber floors. in 16th Congress hosted by Association of Structural Engineers of Serbia. 2021;:483-490.
https://hdl.handle.net/21.15107/rcub_grafar_2353 .
Milojević, Marija, Damnjanović, Emilija, Nefovska-Danilović, Marija, Marjanović, Miroslav, "Effects of material uncertainties on vibration performance cross laminated timber floors" in 16th Congress hosted by Association of Structural Engineers of Serbia (2021):483-490,
https://hdl.handle.net/21.15107/rcub_grafar_2353 .

Probabilistic first-ply failure analysis of composite laminates

Damnjanović, Emilija; Milojević, Marija; Marjanović, Miroslav

(Univerzitet u Beogradu Građevinski fakultet, 2021)

TY  - CONF
AU  - Damnjanović, Emilija
AU  - Milojević, Marija
AU  - Marjanović, Miroslav
PY  - 2021
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2354
AB  - U ovom radu sprovedena je analiza inicijacije loma laminatne kompozitne ploče, koristeći slojeviti konačni element zasnovan na Redijevoj slojevitoj teoriji ploča. Sračunato je granično opterećenje na osnovu nekoliko različitih kriterijuma loma koji su implementirani u proračunski model. U radu je izvršena probabilistička analiza loma, u kojoj su materijalne karakteristike i čvrstoća lamine usvojene kao slučajno promenljive veličine. Cilj analize, zasnovane na Monte Karlo metodi, je sračunavanje statističkih parametara graničnog opterećenja kompozitnog laminata. Na osnovu sprovedene analize izvedeni su odgovarajući zaključci.
AB  - The paper deals with the first-ply failure analysis of laminated composite plates using a layered finite element model based on the Full layerwise theory of Reddy (FLWT). Several macroscopic failure criteria have been incorporated into computational model and used to compute the limit load. Since almost no parameter in failure analysis is deterministic, probability prediction of limit load, considering the lamina elastic material properties and strength as random variables is developed. The aim of analysis, based on Monte Carlo Method, is to calculate statistical parameters of the limit load of composite laminate. Appropriate conclusions have been derived based on the conducted analysis.
PB  - Univerzitet u Beogradu Građevinski fakultet
PB  - Društvo građevinskih konstruktera Srbije
C3  - 16th Congress hosted by Association of Structural Engineers of Serbia
T1  - Probabilistic first-ply failure analysis of composite laminates
T1  - Probabilistička analiza početnog loma kompozitnih laminata
EP  - 462
SP  - 453
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2354
ER  - 
@conference{
author = "Damnjanović, Emilija and Milojević, Marija and Marjanović, Miroslav",
year = "2021",
abstract = "U ovom radu sprovedena je analiza inicijacije loma laminatne kompozitne ploče, koristeći slojeviti konačni element zasnovan na Redijevoj slojevitoj teoriji ploča. Sračunato je granično opterećenje na osnovu nekoliko različitih kriterijuma loma koji su implementirani u proračunski model. U radu je izvršena probabilistička analiza loma, u kojoj su materijalne karakteristike i čvrstoća lamine usvojene kao slučajno promenljive veličine. Cilj analize, zasnovane na Monte Karlo metodi, je sračunavanje statističkih parametara graničnog opterećenja kompozitnog laminata. Na osnovu sprovedene analize izvedeni su odgovarajući zaključci., The paper deals with the first-ply failure analysis of laminated composite plates using a layered finite element model based on the Full layerwise theory of Reddy (FLWT). Several macroscopic failure criteria have been incorporated into computational model and used to compute the limit load. Since almost no parameter in failure analysis is deterministic, probability prediction of limit load, considering the lamina elastic material properties and strength as random variables is developed. The aim of analysis, based on Monte Carlo Method, is to calculate statistical parameters of the limit load of composite laminate. Appropriate conclusions have been derived based on the conducted analysis.",
publisher = "Univerzitet u Beogradu Građevinski fakultet, Društvo građevinskih konstruktera Srbije",
journal = "16th Congress hosted by Association of Structural Engineers of Serbia",
title = "Probabilistic first-ply failure analysis of composite laminates, Probabilistička analiza početnog loma kompozitnih laminata",
pages = "462-453",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2354"
}
Damnjanović, E., Milojević, M.,& Marjanović, M.. (2021). Probabilistic first-ply failure analysis of composite laminates. in 16th Congress hosted by Association of Structural Engineers of Serbia
Univerzitet u Beogradu Građevinski fakultet., 453-462.
https://hdl.handle.net/21.15107/rcub_grafar_2354
Damnjanović E, Milojević M, Marjanović M. Probabilistic first-ply failure analysis of composite laminates. in 16th Congress hosted by Association of Structural Engineers of Serbia. 2021;:453-462.
https://hdl.handle.net/21.15107/rcub_grafar_2354 .
Damnjanović, Emilija, Milojević, Marija, Marjanović, Miroslav, "Probabilistic first-ply failure analysis of composite laminates" in 16th Congress hosted by Association of Structural Engineers of Serbia (2021):453-462,
https://hdl.handle.net/21.15107/rcub_grafar_2354 .

Object-oriented framework for 3D bending and free vibration analysis of multilayer plates: Application to cross-laminated timber and soft-core sandwich panels

Marjanović, Miroslav; Meschke, Günther; Damnjanović, Emilija

(Elsevier, 2021)

TY  - JOUR
AU  - Marjanović, Miroslav
AU  - Meschke, Günther
AU  - Damnjanović, Emilija
PY  - 2021
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2070
AB  - In the paper, the main steps involved in the development of an object-oriented computational framework for the 3D bending and free vibration analysis of multilayer plates are presented. The mathematical formulation for layered finite elements is based on Reddy’s plate theory for laminated composites. The analysis model has been implemented into Matlab, and the pre- and post-processing phases are performed using GiD. The proposed solver is characterized by a fast assembly procedure of sparse matrices using matrix vectorization, and a novel algorithm for the evaluation of interlaminar stresses satisfying continuity at layer interfaces. The performance, efficiency and accuracy of the computational framework are demonstrated through a number of validation examples by comparing the obtained results against the exact solution. Results from both static and dynamic analyses of multilayer panels are shown.
PB  - Elsevier
T2  - Composite Structures
T1  - Object-oriented framework for 3D bending and free vibration analysis of multilayer plates: Application to cross-laminated timber and soft-core sandwich panels
SP  - 112859
VL  - 255
DO  - 10.1016/j.compstruct.2020.112859
ER  - 
@article{
author = "Marjanović, Miroslav and Meschke, Günther and Damnjanović, Emilija",
year = "2021",
abstract = "In the paper, the main steps involved in the development of an object-oriented computational framework for the 3D bending and free vibration analysis of multilayer plates are presented. The mathematical formulation for layered finite elements is based on Reddy’s plate theory for laminated composites. The analysis model has been implemented into Matlab, and the pre- and post-processing phases are performed using GiD. The proposed solver is characterized by a fast assembly procedure of sparse matrices using matrix vectorization, and a novel algorithm for the evaluation of interlaminar stresses satisfying continuity at layer interfaces. The performance, efficiency and accuracy of the computational framework are demonstrated through a number of validation examples by comparing the obtained results against the exact solution. Results from both static and dynamic analyses of multilayer panels are shown.",
publisher = "Elsevier",
journal = "Composite Structures",
title = "Object-oriented framework for 3D bending and free vibration analysis of multilayer plates: Application to cross-laminated timber and soft-core sandwich panels",
pages = "112859",
volume = "255",
doi = "10.1016/j.compstruct.2020.112859"
}
Marjanović, M., Meschke, G.,& Damnjanović, E.. (2021). Object-oriented framework for 3D bending and free vibration analysis of multilayer plates: Application to cross-laminated timber and soft-core sandwich panels. in Composite Structures
Elsevier., 255, 112859.
https://doi.org/10.1016/j.compstruct.2020.112859
Marjanović M, Meschke G, Damnjanović E. Object-oriented framework for 3D bending and free vibration analysis of multilayer plates: Application to cross-laminated timber and soft-core sandwich panels. in Composite Structures. 2021;255:112859.
doi:10.1016/j.compstruct.2020.112859 .
Marjanović, Miroslav, Meschke, Günther, Damnjanović, Emilija, "Object-oriented framework for 3D bending and free vibration analysis of multilayer plates: Application to cross-laminated timber and soft-core sandwich panels" in Composite Structures, 255 (2021):112859,
https://doi.org/10.1016/j.compstruct.2020.112859 . .
3
3

Diagrams for stress and deflection prediction in cross-laminated timber (CLT) panels with non-classical boundary conditions

Obradović, Nikola; Todorović, Marija; Marjanović, Miroslav; Damnjanović, Emilija

(University of Banja Luka, Faculty of Architecture, Civil Engineering and Geodesy, 2020)

TY  - CONF
AU  - Obradović, Nikola
AU  - Todorović, Marija
AU  - Marjanović, Miroslav
AU  - Damnjanović, Emilija
PY  - 2020
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1975
AB  - Invention of cross-laminated timber (CLT) was a big milestone for building with wood. Due to novelty of CLT and timber’s complex mechanical behavior, the existing design codes cover only rectangular CLT panels, simply supported along 2 parallel or all 4 edges, making numerical methods necessary in other cases. This paper presents a practical engineering tool for stress and deflection prediction of CLT panels with non-classical boundary conditions, based on the software for the computational analysis of laminar composites, previously developed by the authors. Diagrams applicable in engineering practice are developed for some common cases. The presented methodology could be a basis for more detailed design handbooks and guidelines for various layouts of CLT panels and different types of loadings.
AB  - Појава унакрсно-ламелираног дрвета (CLT) представља прекретницу у градњи дрветом. Како је CLT нов материјал са сложеним механичким понашањем, постојећи стандарди за прорачун покривају само слободно ослоњене правоугаоне панеле. Стога су нумеричке методе неопходне у осталим случајевима. У овом раду је представљен практичан инжењерски алат за прорачун напона и угиба CLT панела са нестандарним условима ослањања, базиран на (од стране аутора) раније развијеном програму за прорачун ламинатних композита. Дати су дијаграми за поједине случајеве који су примењиви у инжењерској пракси. Ова методологија може бити основа за детаљније смернице при прорачуну CLT панела различитих облика, услова ослањања и оптерећења.
PB  - University of Banja Luka, Faculty of Architecture, Civil Engineering and Geodesy
C3  - International Conference on Contemporary Theory and Practice in Construction XIV
T1  - Diagrams for stress and deflection prediction in cross-laminated timber (CLT) panels with non-classical boundary conditions
EP  - 62
SP  - 55
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1975
ER  - 
@conference{
author = "Obradović, Nikola and Todorović, Marija and Marjanović, Miroslav and Damnjanović, Emilija",
year = "2020",
abstract = "Invention of cross-laminated timber (CLT) was a big milestone for building with wood. Due to novelty of CLT and timber’s complex mechanical behavior, the existing design codes cover only rectangular CLT panels, simply supported along 2 parallel or all 4 edges, making numerical methods necessary in other cases. This paper presents a practical engineering tool for stress and deflection prediction of CLT panels with non-classical boundary conditions, based on the software for the computational analysis of laminar composites, previously developed by the authors. Diagrams applicable in engineering practice are developed for some common cases. The presented methodology could be a basis for more detailed design handbooks and guidelines for various layouts of CLT panels and different types of loadings., Појава унакрсно-ламелираног дрвета (CLT) представља прекретницу у градњи дрветом. Како је CLT нов материјал са сложеним механичким понашањем, постојећи стандарди за прорачун покривају само слободно ослоњене правоугаоне панеле. Стога су нумеричке методе неопходне у осталим случајевима. У овом раду је представљен практичан инжењерски алат за прорачун напона и угиба CLT панела са нестандарним условима ослањања, базиран на (од стране аутора) раније развијеном програму за прорачун ламинатних композита. Дати су дијаграми за поједине случајеве који су примењиви у инжењерској пракси. Ова методологија може бити основа за детаљније смернице при прорачуну CLT панела различитих облика, услова ослањања и оптерећења.",
publisher = "University of Banja Luka, Faculty of Architecture, Civil Engineering and Geodesy",
journal = "International Conference on Contemporary Theory and Practice in Construction XIV",
title = "Diagrams for stress and deflection prediction in cross-laminated timber (CLT) panels with non-classical boundary conditions",
pages = "62-55",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1975"
}
Obradović, N., Todorović, M., Marjanović, M.,& Damnjanović, E.. (2020). Diagrams for stress and deflection prediction in cross-laminated timber (CLT) panels with non-classical boundary conditions. in International Conference on Contemporary Theory and Practice in Construction XIV
University of Banja Luka, Faculty of Architecture, Civil Engineering and Geodesy., 55-62.
https://hdl.handle.net/21.15107/rcub_grafar_1975
Obradović N, Todorović M, Marjanović M, Damnjanović E. Diagrams for stress and deflection prediction in cross-laminated timber (CLT) panels with non-classical boundary conditions. in International Conference on Contemporary Theory and Practice in Construction XIV. 2020;:55-62.
https://hdl.handle.net/21.15107/rcub_grafar_1975 .
Obradović, Nikola, Todorović, Marija, Marjanović, Miroslav, Damnjanović, Emilija, "Diagrams for stress and deflection prediction in cross-laminated timber (CLT) panels with non-classical boundary conditions" in International Conference on Contemporary Theory and Practice in Construction XIV (2020):55-62,
https://hdl.handle.net/21.15107/rcub_grafar_1975 .

Three-dimensional stress analysis and design of cross-laminated timber panels using full-layerwise-theory-based finite element method

Marjanović, Miroslav; Marković, Nemanja; Damnjanović, Emilija; Cvetković, Radovan

(Elsevier, 2020)

TY  - JOUR
AU  - Marjanović, Miroslav
AU  - Marković, Nemanja
AU  - Damnjanović, Emilija
AU  - Cvetković, Radovan
PY  - 2020
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2075
AB  - Cross-laminated timber (CLT) panels have an increasing market share and extensive application in civil engineering, as full size walls or light floor structures. Due to their low environmental impact, excellent thermal characteristics and high mechanical performance, they are being extensively applied instead of conventional mineral-based building materials. The thick and orthogonal structure of CLT provides the considerable stiffness with the low weight and makes such panels particularly suitable in seismic-prone areas. The ease of assembly allows prefabrication and reduces construction time and cost.
Current models for calculating the stress-deformation state of a CLT loaded out-of-plane mainly emerged from the long tradition of using very simple one-dimensional (beam-like) elements in timber structures. The paper tends to overcome some limitations of the current models by using the full-layerwise plate theory (FLWT) of Reddy, serving as a basis for the implementation of layered finite elements. The proposed model accounts for the complex 3D stress state in CLT loaded out-of-plane and implies an original procedure for stress calculation. It is implemented using the original object-oriented MATLAB framework, while the graphical user interface for pre- and post-processing is developed using GiD.
The presented approach is validated using the available numerical and experimental data in the literature, and compared against the commonly used methods for the design of CLT. Finally, the 3D stress-deformation state in the CLT slab of complex shape (commonly used in building structures) is obtained using the FLWT-based finite elements. The results are validated against the numerical data from the commercial software, and then used for checking of the ultimate and serviceability limit states for CLT slab according to Eurocode 5. Excellent agreement of the obtained results confirmed the potential of the proposed model to become a promising tool for engineering design of CLT slabs of arbitrary geometry.
PB  - Elsevier
T2  - Thin-Walled Structures
T1  - Three-dimensional stress analysis and design of cross-laminated timber panels using full-layerwise-theory-based finite element method
SP  - 107156
VL  - 157
DO  - 10.1016/j.tws.2020.107156
ER  - 
@article{
author = "Marjanović, Miroslav and Marković, Nemanja and Damnjanović, Emilija and Cvetković, Radovan",
year = "2020",
abstract = "Cross-laminated timber (CLT) panels have an increasing market share and extensive application in civil engineering, as full size walls or light floor structures. Due to their low environmental impact, excellent thermal characteristics and high mechanical performance, they are being extensively applied instead of conventional mineral-based building materials. The thick and orthogonal structure of CLT provides the considerable stiffness with the low weight and makes such panels particularly suitable in seismic-prone areas. The ease of assembly allows prefabrication and reduces construction time and cost.
Current models for calculating the stress-deformation state of a CLT loaded out-of-plane mainly emerged from the long tradition of using very simple one-dimensional (beam-like) elements in timber structures. The paper tends to overcome some limitations of the current models by using the full-layerwise plate theory (FLWT) of Reddy, serving as a basis for the implementation of layered finite elements. The proposed model accounts for the complex 3D stress state in CLT loaded out-of-plane and implies an original procedure for stress calculation. It is implemented using the original object-oriented MATLAB framework, while the graphical user interface for pre- and post-processing is developed using GiD.
The presented approach is validated using the available numerical and experimental data in the literature, and compared against the commonly used methods for the design of CLT. Finally, the 3D stress-deformation state in the CLT slab of complex shape (commonly used in building structures) is obtained using the FLWT-based finite elements. The results are validated against the numerical data from the commercial software, and then used for checking of the ultimate and serviceability limit states for CLT slab according to Eurocode 5. Excellent agreement of the obtained results confirmed the potential of the proposed model to become a promising tool for engineering design of CLT slabs of arbitrary geometry.",
publisher = "Elsevier",
journal = "Thin-Walled Structures",
title = "Three-dimensional stress analysis and design of cross-laminated timber panels using full-layerwise-theory-based finite element method",
pages = "107156",
volume = "157",
doi = "10.1016/j.tws.2020.107156"
}
Marjanović, M., Marković, N., Damnjanović, E.,& Cvetković, R.. (2020). Three-dimensional stress analysis and design of cross-laminated timber panels using full-layerwise-theory-based finite element method. in Thin-Walled Structures
Elsevier., 157, 107156.
https://doi.org/10.1016/j.tws.2020.107156
Marjanović M, Marković N, Damnjanović E, Cvetković R. Three-dimensional stress analysis and design of cross-laminated timber panels using full-layerwise-theory-based finite element method. in Thin-Walled Structures. 2020;157:107156.
doi:10.1016/j.tws.2020.107156 .
Marjanović, Miroslav, Marković, Nemanja, Damnjanović, Emilija, Cvetković, Radovan, "Three-dimensional stress analysis and design of cross-laminated timber panels using full-layerwise-theory-based finite element method" in Thin-Walled Structures, 157 (2020):107156,
https://doi.org/10.1016/j.tws.2020.107156 . .
10
1
10

Framework for Dynamic-Stiffness-Based Free Vibration Analysis of Plate-Like Structures

Marjanović, Miroslav; Nefovska-Danilović, Marija; Damnjanović, Emilija

(Hindawi Limited, 2019)

TY  - JOUR
AU  - Marjanović, Miroslav
AU  - Nefovska-Danilović, Marija
AU  - Damnjanović, Emilija
PY  - 2019
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1009
AB  - A framework for free vibration analysis of plate-like structures is presented in the paper. Based on the previously formulated dynamic stiffness elements, FREEVIB object-oriented software in Python environment has been created. Software design and structure as well as a wide range of possible structural problems that could be analyzed using the FREEVIB are presented. Through several illustrative examples including free vibration analysis of stepped, stiffened and folded plate structures, implying isotropic or orthotropic material formulations, the efficiency and accuracy of the FREEVIB is demonstrated. The possibilities of further extensions and improvements of the software are discussed.
PB  - Hindawi Limited
T2  - Shock and Vibration
T1  - Framework for Dynamic-Stiffness-Based Free Vibration Analysis of Plate-Like Structures
DO  - 10.1155/2019/1369235
ER  - 
@article{
author = "Marjanović, Miroslav and Nefovska-Danilović, Marija and Damnjanović, Emilija",
year = "2019",
abstract = "A framework for free vibration analysis of plate-like structures is presented in the paper. Based on the previously formulated dynamic stiffness elements, FREEVIB object-oriented software in Python environment has been created. Software design and structure as well as a wide range of possible structural problems that could be analyzed using the FREEVIB are presented. Through several illustrative examples including free vibration analysis of stepped, stiffened and folded plate structures, implying isotropic or orthotropic material formulations, the efficiency and accuracy of the FREEVIB is demonstrated. The possibilities of further extensions and improvements of the software are discussed.",
publisher = "Hindawi Limited",
journal = "Shock and Vibration",
title = "Framework for Dynamic-Stiffness-Based Free Vibration Analysis of Plate-Like Structures",
doi = "10.1155/2019/1369235"
}
Marjanović, M., Nefovska-Danilović, M.,& Damnjanović, E.. (2019). Framework for Dynamic-Stiffness-Based Free Vibration Analysis of Plate-Like Structures. in Shock and Vibration
Hindawi Limited..
https://doi.org/10.1155/2019/1369235
Marjanović M, Nefovska-Danilović M, Damnjanović E. Framework for Dynamic-Stiffness-Based Free Vibration Analysis of Plate-Like Structures. in Shock and Vibration. 2019;.
doi:10.1155/2019/1369235 .
Marjanović, Miroslav, Nefovska-Danilović, Marija, Damnjanović, Emilija, "Framework for Dynamic-Stiffness-Based Free Vibration Analysis of Plate-Like Structures" in Shock and Vibration (2019),
https://doi.org/10.1155/2019/1369235 . .
7
3
8

Bending analysis of cross-laminated-timber (CLT) panels using layered finite elements

Marjanović, Miroslav; Damnjanović, Emilija

(Univerzitet u Beogradu, Građevinski fakultet, 2019)

TY  - CHAP
AU  - Marjanović, Miroslav
AU  - Damnjanović, Emilija
PY  - 2019
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1841
AB  - Cross-laminated timber panels are composite wood products with an increasing application in civil engineering. The low environmental impact and high mechanical performance encourage the use of CLT in modern buildings instead of traditional mineral-based building materials. The complex CLT-specific material characteristics, characterized by the high shear deformations across the plate thickness, complicate an accurate kinematic description of CLT. The traditional computational models used in standards for design of timber structures are generally based on beam theories, limiting the design approaches to slender panels. Therefore, the application of complex numerical models is required for a more intensive use of CLT.
In the paper, the full layerwise theory of Reddy served as a basis for the formulation of layered quadrilateral finite elements for the analysis of CLT panels. Original procedure for post-processing of stresses is presented. The model is validated against the numerical and experimental data in the literature. Excellent agreement is achieved.
AB  - Панели од унакрсно ламелираног дрвета (CLT) су композитни производи чија примена у грађеви-нарству је све већа. Мали утицај на животну средину и добре механичке карактеристике доводе до примене CLT панела у модерним зградама, уместо традиционалних (минералних) грађевинских материјала. Сложене материјалне карактеристике специфичне за CLT, које одликују високе смичу-ће деформације по дебљини панела, компликују прецизно описивање кинематике CLT панела. Tрадиционални прорачунски модели, примењени у стандардима за прорачун дрвених конструкција, генерално се заснивају на теоријама греде и ограничени су на танке панеле. Са тим у складу, примена сложених нумеричких модела неопходна је за повећану примену CLT панела.
У овом раду, Reddy-ева слојевита теорија плоча била је основ за формулисање слојевитих четвороугаоних коначних елемената за анализу CLT панела. Дата је оригинална процедура за прорачун напона. Прецизност модела је потврђена поређењем са нумеричким и експерименталним подацима из литературе, и добијено је одлично поклапање резултата.
PB  - Univerzitet u Beogradu, Građevinski fakultet
PB  - Univerzitet Crne Gore, Građevinski fakultet Podgorica
PB  - Akademija inženjerskih nauka Srbije
T2  - Theory of Civil Engineering Structures - Monograph dedicated to the memory of Professor Miodrag Sekulović
T1  - Bending analysis of cross-laminated-timber (CLT) panels using layered finite elements
EP  - 100
SP  - 91
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1841
ER  - 
@inbook{
author = "Marjanović, Miroslav and Damnjanović, Emilija",
year = "2019",
abstract = "Cross-laminated timber panels are composite wood products with an increasing application in civil engineering. The low environmental impact and high mechanical performance encourage the use of CLT in modern buildings instead of traditional mineral-based building materials. The complex CLT-specific material characteristics, characterized by the high shear deformations across the plate thickness, complicate an accurate kinematic description of CLT. The traditional computational models used in standards for design of timber structures are generally based on beam theories, limiting the design approaches to slender panels. Therefore, the application of complex numerical models is required for a more intensive use of CLT.
In the paper, the full layerwise theory of Reddy served as a basis for the formulation of layered quadrilateral finite elements for the analysis of CLT panels. Original procedure for post-processing of stresses is presented. The model is validated against the numerical and experimental data in the literature. Excellent agreement is achieved., Панели од унакрсно ламелираног дрвета (CLT) су композитни производи чија примена у грађеви-нарству је све већа. Мали утицај на животну средину и добре механичке карактеристике доводе до примене CLT панела у модерним зградама, уместо традиционалних (минералних) грађевинских материјала. Сложене материјалне карактеристике специфичне за CLT, које одликују високе смичу-ће деформације по дебљини панела, компликују прецизно описивање кинематике CLT панела. Tрадиционални прорачунски модели, примењени у стандардима за прорачун дрвених конструкција, генерално се заснивају на теоријама греде и ограничени су на танке панеле. Са тим у складу, примена сложених нумеричких модела неопходна је за повећану примену CLT панела.
У овом раду, Reddy-ева слојевита теорија плоча била је основ за формулисање слојевитих четвороугаоних коначних елемената за анализу CLT панела. Дата је оригинална процедура за прорачун напона. Прецизност модела је потврђена поређењем са нумеричким и експерименталним подацима из литературе, и добијено је одлично поклапање резултата.",
publisher = "Univerzitet u Beogradu, Građevinski fakultet, Univerzitet Crne Gore, Građevinski fakultet Podgorica, Akademija inženjerskih nauka Srbije",
journal = "Theory of Civil Engineering Structures - Monograph dedicated to the memory of Professor Miodrag Sekulović",
booktitle = "Bending analysis of cross-laminated-timber (CLT) panels using layered finite elements",
pages = "100-91",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1841"
}
Marjanović, M.,& Damnjanović, E.. (2019). Bending analysis of cross-laminated-timber (CLT) panels using layered finite elements. in Theory of Civil Engineering Structures - Monograph dedicated to the memory of Professor Miodrag Sekulović
Univerzitet u Beogradu, Građevinski fakultet., 91-100.
https://hdl.handle.net/21.15107/rcub_grafar_1841
Marjanović M, Damnjanović E. Bending analysis of cross-laminated-timber (CLT) panels using layered finite elements. in Theory of Civil Engineering Structures - Monograph dedicated to the memory of Professor Miodrag Sekulović. 2019;:91-100.
https://hdl.handle.net/21.15107/rcub_grafar_1841 .
Marjanović, Miroslav, Damnjanović, Emilija, "Bending analysis of cross-laminated-timber (CLT) panels using layered finite elements" in Theory of Civil Engineering Structures - Monograph dedicated to the memory of Professor Miodrag Sekulović (2019):91-100,
https://hdl.handle.net/21.15107/rcub_grafar_1841 .

Vibrations of Massless Flexible Strip on Visco-Elastic Half-Space

Radišić, Marko; Petronijević, Mira; Damnjanović, Emilija

(2019)

TY  - CONF
AU  - Radišić, Marko
AU  - Petronijević, Mira
AU  - Damnjanović, Emilija
PY  - 2019
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2114
AB  - This paper deals with the analysis of the dynamic response of the flexible strip foundation resting on the surface of the soil. Plane strain steady state analysis is considered. The cross section of the foundation behaves as an Euler-Bernoulli beam. There is no sliding between the foundation and the soil. The problem is solved using sub-structuring technique, considering two sub-structures: 
the foundation and the soil. The foundation is modeled using the Dynamic stiffness method (DSM) and the soil using the Integral transform method (ITM). Both DSM and ITM are based on Fourier transforms, operating in space-frequency or wavenumber-frequency domain. The coupling of the sub-structures is obtained using modal superposition approach. Vertical and 
horizontal response of the strip foundation is calculated for different soil/foundation stiffness ratio and for different frequencies.  Presented results show the influence of the excitation frequency and foundation stiffness on displacement field of the foundation.
C3  - 7th International Congress of Serbian Society of Mechanics
T1  - Vibrations of Massless Flexible Strip on Visco-Elastic Half-Space
SP  - 116
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2114
ER  - 
@conference{
author = "Radišić, Marko and Petronijević, Mira and Damnjanović, Emilija",
year = "2019",
abstract = "This paper deals with the analysis of the dynamic response of the flexible strip foundation resting on the surface of the soil. Plane strain steady state analysis is considered. The cross section of the foundation behaves as an Euler-Bernoulli beam. There is no sliding between the foundation and the soil. The problem is solved using sub-structuring technique, considering two sub-structures: 
the foundation and the soil. The foundation is modeled using the Dynamic stiffness method (DSM) and the soil using the Integral transform method (ITM). Both DSM and ITM are based on Fourier transforms, operating in space-frequency or wavenumber-frequency domain. The coupling of the sub-structures is obtained using modal superposition approach. Vertical and 
horizontal response of the strip foundation is calculated for different soil/foundation stiffness ratio and for different frequencies.  Presented results show the influence of the excitation frequency and foundation stiffness on displacement field of the foundation.",
journal = "7th International Congress of Serbian Society of Mechanics",
title = "Vibrations of Massless Flexible Strip on Visco-Elastic Half-Space",
pages = "116",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2114"
}
Radišić, M., Petronijević, M.,& Damnjanović, E.. (2019). Vibrations of Massless Flexible Strip on Visco-Elastic Half-Space. in 7th International Congress of Serbian Society of Mechanics, 116.
https://hdl.handle.net/21.15107/rcub_grafar_2114
Radišić M, Petronijević M, Damnjanović E. Vibrations of Massless Flexible Strip on Visco-Elastic Half-Space. in 7th International Congress of Serbian Society of Mechanics. 2019;:116.
https://hdl.handle.net/21.15107/rcub_grafar_2114 .
Radišić, Marko, Petronijević, Mira, Damnjanović, Emilija, "Vibrations of Massless Flexible Strip on Visco-Elastic Half-Space" in 7th International Congress of Serbian Society of Mechanics (2019):116,
https://hdl.handle.net/21.15107/rcub_grafar_2114 .

THREE-DIMENSIONAL STRESS ANALYSIS OF LAMINATED COMPOSITE PLATES USING FLWT-BASED FINITE ELEMENTS

Damnjanović, Emilija; Marjanović, Miroslav

(2019)

TY  - CONF
AU  - Damnjanović, Emilija
AU  - Marjanović, Miroslav
PY  - 2019
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1736
AB  - The paper deals with the 3-D stress analysis of laminated composite plates using a layerwise
displacement model of Reddy, that assumes piece-wise linear variation of all displacement
components and the quadratic variation of interlaminar stresses within each layer of the plate.
Based on the assumed displacement field, kinematic relations, 3-D constitutive equations of both
lamina and laminate and governing equations of motion have been derived. Starting from the
strong formulation of the full layerwise theory (FLWT), family of layered finite elements has
been developed and implemented in original object-oriented MATLAB code. GiD software is
used for the pre- and post-processing.
The parametric effects of plate side-to-thickness ratio, mesh refinement in- and out-of-plane
and applied element type on total deflection and stress distribution in the considered laminate are
shown. The accuracy of the present model is verified against the existing data from the literature
and the commercial software. The possibilities for the further improvement and applications of
the model are briefly presented.
C3  - Proceedings / The 7th International Congress of Serbian Society of Mechanics, Sremski Karlovci, June 24-26, 2019
T1  - THREE-DIMENSIONAL STRESS ANALYSIS OF LAMINATED COMPOSITE PLATES USING FLWT-BASED FINITE ELEMENTS
SP  - S1c
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1736
ER  - 
@conference{
author = "Damnjanović, Emilija and Marjanović, Miroslav",
year = "2019",
abstract = "The paper deals with the 3-D stress analysis of laminated composite plates using a layerwise
displacement model of Reddy, that assumes piece-wise linear variation of all displacement
components and the quadratic variation of interlaminar stresses within each layer of the plate.
Based on the assumed displacement field, kinematic relations, 3-D constitutive equations of both
lamina and laminate and governing equations of motion have been derived. Starting from the
strong formulation of the full layerwise theory (FLWT), family of layered finite elements has
been developed and implemented in original object-oriented MATLAB code. GiD software is
used for the pre- and post-processing.
The parametric effects of plate side-to-thickness ratio, mesh refinement in- and out-of-plane
and applied element type on total deflection and stress distribution in the considered laminate are
shown. The accuracy of the present model is verified against the existing data from the literature
and the commercial software. The possibilities for the further improvement and applications of
the model are briefly presented.",
journal = "Proceedings / The 7th International Congress of Serbian Society of Mechanics, Sremski Karlovci, June 24-26, 2019",
title = "THREE-DIMENSIONAL STRESS ANALYSIS OF LAMINATED COMPOSITE PLATES USING FLWT-BASED FINITE ELEMENTS",
pages = "S1c",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1736"
}
Damnjanović, E.,& Marjanović, M.. (2019). THREE-DIMENSIONAL STRESS ANALYSIS OF LAMINATED COMPOSITE PLATES USING FLWT-BASED FINITE ELEMENTS. in Proceedings / The 7th International Congress of Serbian Society of Mechanics, Sremski Karlovci, June 24-26, 2019, S1c.
https://hdl.handle.net/21.15107/rcub_grafar_1736
Damnjanović E, Marjanović M. THREE-DIMENSIONAL STRESS ANALYSIS OF LAMINATED COMPOSITE PLATES USING FLWT-BASED FINITE ELEMENTS. in Proceedings / The 7th International Congress of Serbian Society of Mechanics, Sremski Karlovci, June 24-26, 2019. 2019;:S1c.
https://hdl.handle.net/21.15107/rcub_grafar_1736 .
Damnjanović, Emilija, Marjanović, Miroslav, "THREE-DIMENSIONAL STRESS ANALYSIS OF LAMINATED COMPOSITE PLATES USING FLWT-BASED FINITE ELEMENTS" in Proceedings / The 7th International Congress of Serbian Society of Mechanics, Sremski Karlovci, June 24-26, 2019 (2019):S1c,
https://hdl.handle.net/21.15107/rcub_grafar_1736 .

Application of dynamic stiffness method in numerical free vibration analysis of stiffened plates

Damnjanović, Emilija; Marjanović, Miroslav; Nefovska-Danilović, Marija; Jočković, Miloš; Kolarević, Nevenka

(Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd, 2017)

TY  - JOUR
AU  - Damnjanović, Emilija
AU  - Marjanović, Miroslav
AU  - Nefovska-Danilović, Marija
AU  - Jočković, Miloš
AU  - Kolarević, Nevenka
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/892
AB  - The free vibration analysis of stiffened plate assemblies has been performed in this paper by using the dynamic stiffness method. Rectangular Mindlin plate dynamic stiffness element has been formulated. Using the rotation matrices, dynamic stiffness matrices of single plates have been derived in global coordinate system. The global dynamic stiffness matrix of plate assembly has been derived by using similar assembly procedure as in the finite element method. The natural frequencies of stiffened plate assemblies with different boundary conditions have been computed and validated against the results obtained by using the commercial software package Abaqus. High accuracy of the results has been demonstrated.
AB  - U okviru ovog rada, analizirane su slobodne vibracije ploča sa ukrućenjima, primenom metode dinamičke krutosti. Formulisan je pravougaoni element Mindlin-ove ploče, zasnovan na metodi dinamičke krutosti. Primenom matrica rotacije, formirane su dinamičke matrice krutosti pojedinačnih ploča u globalnom koordinatnom sistemu. Korišćenjem sličnog postupka kao u metodi konačnih elemenata, izvedena je globalna dinamička matrica krutosti sistema ploča. Određene su sopstvene frekvencije ploča sa ukrućenjima za različite konturne uslove i upoređene sa vrednostima dobijenim u komercijalnom programskom paketu Abaqus. Dobijeni su rezultati visoke tačnosti.
PB  - Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd
T2  - Građevinski materijali i konstrukcije
T1  - Application of dynamic stiffness method in numerical free vibration analysis of stiffened plates
T1  - Primena metode dinamičke krutosti u numeričkoj analizi slobodnih vibracija ploča sa ukrućenjima
EP  - 32
IS  - 2
SP  - 21
VL  - 60
DO  - 10.5937/grmk1702021D
ER  - 
@article{
author = "Damnjanović, Emilija and Marjanović, Miroslav and Nefovska-Danilović, Marija and Jočković, Miloš and Kolarević, Nevenka",
year = "2017",
abstract = "The free vibration analysis of stiffened plate assemblies has been performed in this paper by using the dynamic stiffness method. Rectangular Mindlin plate dynamic stiffness element has been formulated. Using the rotation matrices, dynamic stiffness matrices of single plates have been derived in global coordinate system. The global dynamic stiffness matrix of plate assembly has been derived by using similar assembly procedure as in the finite element method. The natural frequencies of stiffened plate assemblies with different boundary conditions have been computed and validated against the results obtained by using the commercial software package Abaqus. High accuracy of the results has been demonstrated., U okviru ovog rada, analizirane su slobodne vibracije ploča sa ukrućenjima, primenom metode dinamičke krutosti. Formulisan je pravougaoni element Mindlin-ove ploče, zasnovan na metodi dinamičke krutosti. Primenom matrica rotacije, formirane su dinamičke matrice krutosti pojedinačnih ploča u globalnom koordinatnom sistemu. Korišćenjem sličnog postupka kao u metodi konačnih elemenata, izvedena je globalna dinamička matrica krutosti sistema ploča. Određene su sopstvene frekvencije ploča sa ukrućenjima za različite konturne uslove i upoređene sa vrednostima dobijenim u komercijalnom programskom paketu Abaqus. Dobijeni su rezultati visoke tačnosti.",
publisher = "Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd",
journal = "Građevinski materijali i konstrukcije",
title = "Application of dynamic stiffness method in numerical free vibration analysis of stiffened plates, Primena metode dinamičke krutosti u numeričkoj analizi slobodnih vibracija ploča sa ukrućenjima",
pages = "32-21",
number = "2",
volume = "60",
doi = "10.5937/grmk1702021D"
}
Damnjanović, E., Marjanović, M., Nefovska-Danilović, M., Jočković, M.,& Kolarević, N.. (2017). Application of dynamic stiffness method in numerical free vibration analysis of stiffened plates. in Građevinski materijali i konstrukcije
Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd., 60(2), 21-32.
https://doi.org/10.5937/grmk1702021D
Damnjanović E, Marjanović M, Nefovska-Danilović M, Jočković M, Kolarević N. Application of dynamic stiffness method in numerical free vibration analysis of stiffened plates. in Građevinski materijali i konstrukcije. 2017;60(2):21-32.
doi:10.5937/grmk1702021D .
Damnjanović, Emilija, Marjanović, Miroslav, Nefovska-Danilović, Marija, Jočković, Miloš, Kolarević, Nevenka, "Application of dynamic stiffness method in numerical free vibration analysis of stiffened plates" in Građevinski materijali i konstrukcije, 60, no. 2 (2017):21-32,
https://doi.org/10.5937/grmk1702021D . .
3
1

Free vibration analysis of stiffened and cracked laminated composite plate assemblies using shear-deformable dynamic stiffness elements

Damnjanović, Emilija; Marjanović, Miroslav; Nefovska-Danilović, Marija

(Elsevier Ltd, 2017)

TY  - JOUR
AU  - Damnjanović, Emilija
AU  - Marjanović, Miroslav
AU  - Nefovska-Danilović, Marija
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/873
AB  - In the paper, the dynamic stiffness method based on the HSDT and FSDT plate theories is applied to study free vibration characteristics of composite stiffened and cracked plate assemblies. The dynamic stiffness matrices for transverse vibration of laminated composite plate based on the HSDT and FSDT previously derived by authors have been coupled with the dynamic stiffness matrix of laminated composite plate undergoing in-plane vibration. The numerical analysis has been carried out through several illustrative examples in order to check the applicability and accuracy of the proposed method in the free vibration analysis of stiffened plate assemblies. The effects of transverse shear deformation, boundary conditions, side-to-thickness ratios, crack length or reinforcement amount within the GFRP beam on the free vibration characteristics have been discussed, and the variety of new results has been provided as a benchmark for future investigations.
PB  - Elsevier Ltd
T2  - Composite Structures
T1  - Free vibration analysis of stiffened and cracked laminated composite plate assemblies using shear-deformable dynamic stiffness elements
EP  - 740
SP  - 723
VL  - 180
DO  - 10.1016/j.compstruct.2017.08.038
ER  - 
@article{
author = "Damnjanović, Emilija and Marjanović, Miroslav and Nefovska-Danilović, Marija",
year = "2017",
abstract = "In the paper, the dynamic stiffness method based on the HSDT and FSDT plate theories is applied to study free vibration characteristics of composite stiffened and cracked plate assemblies. The dynamic stiffness matrices for transverse vibration of laminated composite plate based on the HSDT and FSDT previously derived by authors have been coupled with the dynamic stiffness matrix of laminated composite plate undergoing in-plane vibration. The numerical analysis has been carried out through several illustrative examples in order to check the applicability and accuracy of the proposed method in the free vibration analysis of stiffened plate assemblies. The effects of transverse shear deformation, boundary conditions, side-to-thickness ratios, crack length or reinforcement amount within the GFRP beam on the free vibration characteristics have been discussed, and the variety of new results has been provided as a benchmark for future investigations.",
publisher = "Elsevier Ltd",
journal = "Composite Structures",
title = "Free vibration analysis of stiffened and cracked laminated composite plate assemblies using shear-deformable dynamic stiffness elements",
pages = "740-723",
volume = "180",
doi = "10.1016/j.compstruct.2017.08.038"
}
Damnjanović, E., Marjanović, M.,& Nefovska-Danilović, M.. (2017). Free vibration analysis of stiffened and cracked laminated composite plate assemblies using shear-deformable dynamic stiffness elements. in Composite Structures
Elsevier Ltd., 180, 723-740.
https://doi.org/10.1016/j.compstruct.2017.08.038
Damnjanović E, Marjanović M, Nefovska-Danilović M. Free vibration analysis of stiffened and cracked laminated composite plate assemblies using shear-deformable dynamic stiffness elements. in Composite Structures. 2017;180:723-740.
doi:10.1016/j.compstruct.2017.08.038 .
Damnjanović, Emilija, Marjanović, Miroslav, Nefovska-Danilović, Marija, "Free vibration analysis of stiffened and cracked laminated composite plate assemblies using shear-deformable dynamic stiffness elements" in Composite Structures, 180 (2017):723-740,
https://doi.org/10.1016/j.compstruct.2017.08.038 . .
41
20
42

Application of the dynamic stiffness method in the vibration analysis of stiffened composite plates

Damnjanović, Emilija; Nefovska-Danilović, Marija; Petronijević, Mira; Marjanović, Miroslav

(Elsevier Ltd, 2017)

TY  - CONF
AU  - Damnjanović, Emilija
AU  - Nefovska-Danilović, Marija
AU  - Petronijević, Mira
AU  - Marjanović, Miroslav
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/871
AB  - Composite laminates are nowadays extensively applied in many engineering disciplines. Free vibration characteristics of such structures are not always easy to predict by using conventional finite element method (FEM). As an alternative, the dynamic stiffness method (DSM) can be applied to predict free vibration characteristics of composite plate assemblies, especially in mid and high frequency ranges. Key feature of the DSM is the dynamic stiffness element (DSE) and its dynamic stiffness matrix, derived from the exact solution of the governing equations of motion in the frequency domain. Consequently, the structural discretization is influenced only by the change in the geometrical and/or material properties of the structure. The number of unknowns is significantly decreased in comparison with the FEM, without losing the accuracy and reliability of the results. In the paper, the DSE based on the higher order shear deformation theory (HSDT) is applied to study free vibration analysis of composite stiffened plates. The numerical analysis has been carried out through an illustrative example in order to check the accuracy of the proposed method. The influence of side-to-thickness ratio on the free vibration characteristics of stiffened plate has been studied numerically. The results are validated using the available analytical data as well as with the FEM solutions.
PB  - Elsevier Ltd
C3  - X International Conference On Structural Dynamics (Eurodyn 2017)
T1  - Application of the dynamic stiffness method in the vibration analysis of stiffened composite plates
EP  - 229
SP  - 224
VL  - 199
DO  - 10.1016/j.proeng.2017.09.005
ER  - 
@conference{
author = "Damnjanović, Emilija and Nefovska-Danilović, Marija and Petronijević, Mira and Marjanović, Miroslav",
year = "2017",
abstract = "Composite laminates are nowadays extensively applied in many engineering disciplines. Free vibration characteristics of such structures are not always easy to predict by using conventional finite element method (FEM). As an alternative, the dynamic stiffness method (DSM) can be applied to predict free vibration characteristics of composite plate assemblies, especially in mid and high frequency ranges. Key feature of the DSM is the dynamic stiffness element (DSE) and its dynamic stiffness matrix, derived from the exact solution of the governing equations of motion in the frequency domain. Consequently, the structural discretization is influenced only by the change in the geometrical and/or material properties of the structure. The number of unknowns is significantly decreased in comparison with the FEM, without losing the accuracy and reliability of the results. In the paper, the DSE based on the higher order shear deformation theory (HSDT) is applied to study free vibration analysis of composite stiffened plates. The numerical analysis has been carried out through an illustrative example in order to check the accuracy of the proposed method. The influence of side-to-thickness ratio on the free vibration characteristics of stiffened plate has been studied numerically. The results are validated using the available analytical data as well as with the FEM solutions.",
publisher = "Elsevier Ltd",
journal = "X International Conference On Structural Dynamics (Eurodyn 2017)",
title = "Application of the dynamic stiffness method in the vibration analysis of stiffened composite plates",
pages = "229-224",
volume = "199",
doi = "10.1016/j.proeng.2017.09.005"
}
Damnjanović, E., Nefovska-Danilović, M., Petronijević, M.,& Marjanović, M.. (2017). Application of the dynamic stiffness method in the vibration analysis of stiffened composite plates. in X International Conference On Structural Dynamics (Eurodyn 2017)
Elsevier Ltd., 199, 224-229.
https://doi.org/10.1016/j.proeng.2017.09.005
Damnjanović E, Nefovska-Danilović M, Petronijević M, Marjanović M. Application of the dynamic stiffness method in the vibration analysis of stiffened composite plates. in X International Conference On Structural Dynamics (Eurodyn 2017). 2017;199:224-229.
doi:10.1016/j.proeng.2017.09.005 .
Damnjanović, Emilija, Nefovska-Danilović, Marija, Petronijević, Mira, Marjanović, Miroslav, "Application of the dynamic stiffness method in the vibration analysis of stiffened composite plates" in X International Conference On Structural Dynamics (Eurodyn 2017), 199 (2017):224-229,
https://doi.org/10.1016/j.proeng.2017.09.005 . .
12
4
13

Dynamic stiffness elements for free vibration analysis of stiffened plates

Damnjanović, Emilija; Nefovska-Danilović, Marija; Jočković, Miloš; Marjanović, Miroslav; Kolarević, Nevenka

(Društvo građevinskih konstruktera Srbije, Beograd, 2016)

TY  - CONF
AU  - Damnjanović, Emilija
AU  - Nefovska-Danilović, Marija
AU  - Jočković, Miloš
AU  - Marjanović, Miroslav
AU  - Kolarević, Nevenka
PY  - 2016
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1408
AB  - The free vibration analysis of stiffened plate assemblies is presented in this paper by using the dynamic stiffness method. The transformed dynamic stiffness matrix of completely free rectangular Mindlin plate is derived by using the transformation matrix. In addition, the global dynamic stiffness matrix of plate assembly is derived by using similar assembly procedure as in the finite element method. The natural frequencies of stiffened plate assemblies with arbitrary boundary conditions are computed and validated against the results obtained by using the finite element software Abaqus. High accuracy of the results is demonstrated.
AB  - U okviru ovog rada analizirane su slobodne vibracije ploča sa ukrućenjima primenom metode dinamičke krutosti. Razvijena je transformisana dinamička matrica krutosti potpuno slobodne pravougaone Mindlin-ove ploče korišćenjem matrice transformacije. Takođe, izvedena je globalna dinamička matrica krutosti sistema ploča koristeći sličan postupak kao u metodi konačnih elemenata. Određene su sopstvene frekvencije ploča sa ukrućenjima za različite konturne uslove i upoređene sa vrednostima dobijenim po metodi konačnih elemenata primenom programskog paketa Abaqus. Dobijeni su rezultati visoke tačnosti.
PB  - Društvo građevinskih konstruktera Srbije, Beograd
C3  - Zbornik radova / Društvо građevinskih konstruktera Srbije, Simpozijum 2016, 15-17. septembar, Zlatibor
T1  - Dynamic stiffness elements for free vibration analysis of stiffened plates
T1  - Slobodne vibracije ploča sa ukrućenjima primenom metode dinamičke krutosti
EP  - 566
SP  - 557
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1408
ER  - 
@conference{
author = "Damnjanović, Emilija and Nefovska-Danilović, Marija and Jočković, Miloš and Marjanović, Miroslav and Kolarević, Nevenka",
year = "2016",
abstract = "The free vibration analysis of stiffened plate assemblies is presented in this paper by using the dynamic stiffness method. The transformed dynamic stiffness matrix of completely free rectangular Mindlin plate is derived by using the transformation matrix. In addition, the global dynamic stiffness matrix of plate assembly is derived by using similar assembly procedure as in the finite element method. The natural frequencies of stiffened plate assemblies with arbitrary boundary conditions are computed and validated against the results obtained by using the finite element software Abaqus. High accuracy of the results is demonstrated., U okviru ovog rada analizirane su slobodne vibracije ploča sa ukrućenjima primenom metode dinamičke krutosti. Razvijena je transformisana dinamička matrica krutosti potpuno slobodne pravougaone Mindlin-ove ploče korišćenjem matrice transformacije. Takođe, izvedena je globalna dinamička matrica krutosti sistema ploča koristeći sličan postupak kao u metodi konačnih elemenata. Određene su sopstvene frekvencije ploča sa ukrućenjima za različite konturne uslove i upoređene sa vrednostima dobijenim po metodi konačnih elemenata primenom programskog paketa Abaqus. Dobijeni su rezultati visoke tačnosti.",
publisher = "Društvo građevinskih konstruktera Srbije, Beograd",
journal = "Zbornik radova / Društvо građevinskih konstruktera Srbije, Simpozijum 2016, 15-17. septembar, Zlatibor",
title = "Dynamic stiffness elements for free vibration analysis of stiffened plates, Slobodne vibracije ploča sa ukrućenjima primenom metode dinamičke krutosti",
pages = "566-557",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1408"
}
Damnjanović, E., Nefovska-Danilović, M., Jočković, M., Marjanović, M.,& Kolarević, N.. (2016). Dynamic stiffness elements for free vibration analysis of stiffened plates. in Zbornik radova / Društvо građevinskih konstruktera Srbije, Simpozijum 2016, 15-17. septembar, Zlatibor
Društvo građevinskih konstruktera Srbije, Beograd., 557-566.
https://hdl.handle.net/21.15107/rcub_grafar_1408
Damnjanović E, Nefovska-Danilović M, Jočković M, Marjanović M, Kolarević N. Dynamic stiffness elements for free vibration analysis of stiffened plates. in Zbornik radova / Društvо građevinskih konstruktera Srbije, Simpozijum 2016, 15-17. septembar, Zlatibor. 2016;:557-566.
https://hdl.handle.net/21.15107/rcub_grafar_1408 .
Damnjanović, Emilija, Nefovska-Danilović, Marija, Jočković, Miloš, Marjanović, Miroslav, Kolarević, Nevenka, "Dynamic stiffness elements for free vibration analysis of stiffened plates" in Zbornik radova / Društvо građevinskih konstruktera Srbije, Simpozijum 2016, 15-17. septembar, Zlatibor (2016):557-566,
https://hdl.handle.net/21.15107/rcub_grafar_1408 .