TY  - JOUR
AU  - Sedmak, Aleksandar
AU  - Doncheva, Elisaveta
AU  - Međo, Bojan
AU  - Rakin, Marko
AU  - Milošević, Nenad
AU  - Radu, Dorin
PY  - 2023
UR  - http://TechnoRep.tmf.bg.ac.rs/handle/123456789/6584
AB  - Crack size and undermatching effects on fracture behavior of undermatched welded joints are presented and analyzed. Experimental and numerical analysis of the fracture behavior of high-strength low-alloyed (HSLA) steel welded joints with so-called small and large crack in undermatched weld metal and the base metal was performed, as a part of more extensive research previously conducted. J integral was determined by direct measurement using special instrumentation including strain gauges and a CMOD measuring device. Numerical analysis was performed by 3D finite element method (FEM) with different tensile properties in BM and WM. Results of J-CMOD curves evaluation for SUMITEN SM 80P HSLA steel and its weld metal (WM) are presented and analyzed for small and large cracks in tensile panels. This paper is focused on some new numerical results and observations on crack tip fields and constraint effects of undermatching and crack size keeping in mind previously performed experiments on the full-scale prototype. In this way, a unique combined approach of experimental investigation on the full-scale proto-type and tensile panels, as well as numerical investigation on mismatching and crack size effects, is achieved.
PB  - MDPI
T2  - Materials
T1  - Crack Size and Undermatching Effects on Fracture Behavior of a Welded Joint
IS  - 13
SP  - 4858
VL  - 16
DO  - 10.3390/ma16134858
ER  - 

@article{
author = "Sedmak, Aleksandar and Doncheva, Elisaveta and Međo, Bojan and Rakin, Marko and Milošević, Nenad and Radu, Dorin",
year = "2023",
abstract = "Crack size and undermatching effects on fracture behavior of undermatched welded joints are presented and analyzed. Experimental and numerical analysis of the fracture behavior of high-strength low-alloyed (HSLA) steel welded joints with so-called small and large crack in undermatched weld metal and the base metal was performed, as a part of more extensive research previously conducted. J integral was determined by direct measurement using special instrumentation including strain gauges and a CMOD measuring device. Numerical analysis was performed by 3D finite element method (FEM) with different tensile properties in BM and WM. Results of J-CMOD curves evaluation for SUMITEN SM 80P HSLA steel and its weld metal (WM) are presented and analyzed for small and large cracks in tensile panels. This paper is focused on some new numerical results and observations on crack tip fields and constraint effects of undermatching and crack size keeping in mind previously performed experiments on the full-scale prototype. In this way, a unique combined approach of experimental investigation on the full-scale proto-type and tensile panels, as well as numerical investigation on mismatching and crack size effects, is achieved.",
publisher = "MDPI",
journal = "Materials",
title = "Crack Size and Undermatching Effects on Fracture Behavior of a Welded Joint",
number = "13",
pages = "4858",
volume = "16",
doi = "10.3390/ma16134858"
}

Sedmak, A., Doncheva, E., Međo, B., Rakin, M., Milošević, N.,& Radu, D.. (2023). Crack Size and Undermatching Effects on Fracture Behavior of a Welded Joint. in Materials
MDPI., 16(13), 4858.
https://doi.org/10.3390/ma16134858

Sedmak A, Doncheva E, Međo B, Rakin M, Milošević N, Radu D. Crack Size and Undermatching Effects on Fracture Behavior of a Welded Joint. in Materials. 2023;16(13):4858.
doi:10.3390/ma16134858 .

Sedmak, Aleksandar, Doncheva, Elisaveta, Međo, Bojan, Rakin, Marko, Milošević, Nenad, Radu, Dorin, "Crack Size and Undermatching Effects on Fracture Behavior of a Welded Joint" in Materials, 16, no. 13 (2023):4858,
https://doi.org/10.3390/ma16134858 . .

TY  - JOUR
AU  - Doncheva, Elisaveta
AU  - Međo, Bojan
AU  - Rakin, Marko
AU  - Sedmak, Simon
AU  - Trajanoska, Bojana
PY  - 2018
UR  - http://TechnoRep.tmf.bg.ac.rs/handle/123456789/3786
AB  - The industrial application of high-strength low-alloyed steel (HSLA) in welded structures has increased the demand for understanding fracture behavior and structural integrity assessment of this type of steel and produced welded joints. The aim of this paper is to simulate the experimental evaluation of the fracture mechanics specimens by using the micromechanical model. The investigation is performed on two standard single edge notch bend (SENB) specimens with imposed crack in the central region. Numerical analysis was carried out by using Simulia Abaqus software package on 2D models used to simulate the damage development on the local level. The comparison between numerical and experimental results is presented through measured values of J-integral, load-line displacement vu and crack growth resistance (J-Aa) curves. This paper shows that numerical simulations are promising in respect to their accuracy. The application of this model enables to decrease the amount of expensive experiments for determination of the load level that causes crack propagation.
PB  - Elsevier Science Bv, Amsterdam
T2  - ECF22 - Loading and Environmental Effects on Structural Integrity
T1  - Numerical simulation of crack propagation in high-strength low-alloyed welded steel
EP  - 488
SP  - 483
VL  - 13
DO  - 10.1016/j.prostr.2018.12.080
ER  - 

@article{
author = "Doncheva, Elisaveta and Međo, Bojan and Rakin, Marko and Sedmak, Simon and Trajanoska, Bojana",
year = "2018",
abstract = "The industrial application of high-strength low-alloyed steel (HSLA) in welded structures has increased the demand for understanding fracture behavior and structural integrity assessment of this type of steel and produced welded joints. The aim of this paper is to simulate the experimental evaluation of the fracture mechanics specimens by using the micromechanical model. The investigation is performed on two standard single edge notch bend (SENB) specimens with imposed crack in the central region. Numerical analysis was carried out by using Simulia Abaqus software package on 2D models used to simulate the damage development on the local level. The comparison between numerical and experimental results is presented through measured values of J-integral, load-line displacement vu and crack growth resistance (J-Aa) curves. This paper shows that numerical simulations are promising in respect to their accuracy. The application of this model enables to decrease the amount of expensive experiments for determination of the load level that causes crack propagation.",
publisher = "Elsevier Science Bv, Amsterdam",
journal = "ECF22 - Loading and Environmental Effects on Structural Integrity",
title = "Numerical simulation of crack propagation in high-strength low-alloyed welded steel",
pages = "488-483",
volume = "13",
doi = "10.1016/j.prostr.2018.12.080"
}

Doncheva, E., Međo, B., Rakin, M., Sedmak, S.,& Trajanoska, B.. (2018). Numerical simulation of crack propagation in high-strength low-alloyed welded steel. in ECF22 - Loading and Environmental Effects on Structural Integrity
Elsevier Science Bv, Amsterdam., 13, 483-488.
https://doi.org/10.1016/j.prostr.2018.12.080

Doncheva E, Međo B, Rakin M, Sedmak S, Trajanoska B. Numerical simulation of crack propagation in high-strength low-alloyed welded steel. in ECF22 - Loading and Environmental Effects on Structural Integrity. 2018;13:483-488.
doi:10.1016/j.prostr.2018.12.080 .

Doncheva, Elisaveta, Međo, Bojan, Rakin, Marko, Sedmak, Simon, Trajanoska, Bojana, "Numerical simulation of crack propagation in high-strength low-alloyed welded steel" in ECF22 - Loading and Environmental Effects on Structural Integrity, 13 (2018):483-488,
https://doi.org/10.1016/j.prostr.2018.12.080 . .

TY  - JOUR
AU  - Doncheva, Elisaveta
AU  - Međo, Bojan
AU  - Sedmak, Aleksandar
PY  - 2015
UR  - http://TechnoRep.tmf.bg.ac.rs/handle/123456789/2937
AB  - This study deals with numerical simulations based on elastic-plastic finite element method for nonlinear stress analyses on pre-cracked tensile specimens with high strength properties. The influence of crack geometry on fracture resistance properties is considered with numerical analysis on models with two different cracks. Results on fracture resistance parameters are obtained for both simulated tensile panels with different crack lengths and width, referred as short and long crack. The obtained numerical results for crack resistance behaviour of tensile specimens are compared with data results from existing experimental investigations on specimens with same shape and material properties. Also, comparison is made with results obtained from similar standard experimental procedure. It is shown, that a proper combination of numerical and experimental procedures can lead research to significantly accurate results when investigating the fracture response of materials.
AB  - U ovom radu se razmatraju numeričke simulacije na bazi elastoplastičnih konačnih elemenata kod nelinearnih naponskih analiza zateznih epruveta sa prslinom, od materijala povišene čvrstoće. Uticaj geometrije prsline na otpornost prema lomu je razmatran u numeričkoj analizi na modelima sa dve različite prsline. Rezultati parametara loma su dobijeni kako za simulaciju zateznih ploča različitih dužina prsline i širina, koje čine tzv. kratke i duge prsline. Poređenjem dobijenih numeričkih rezultata za otpornost na lom zateznih epruveta sa rezultatima odgovarajućih eksperimentalnih ispitivanja epruveta istih oblika i osobina materijala, kao i poređenje sa rezultatima dobijenim sličnim standardnim eksperimentalnim postupcima, pokazuje se da pravilna kombinacija numeričkih i eksperimentalnih procedura može usmeriti istraživanje u dobijanju mnogo preciznijih rezultata u istraživanju svojstava otpornosti na lom materijala.
PB  - Society for Structural Integrity and Life, Institute for Material Testing
T2  - Integritet i vek konstrukcija
T1  - Finite element analysis of fracture resistance parameters for stationary semi-elliptical surface cracks in high strength steel
T1  - Analiza parametara otpornosti na lom metodom konačnih elemenata, kod stacionarnih polueliptičnih prslina u čeliku povišene čvrstoće
EP  - 134
IS  - 3
SP  - 131
VL  - 15
UR  - https://hdl.handle.net/21.15107/rcub_technorep_2937
ER  - 

@article{
author = "Doncheva, Elisaveta and Međo, Bojan and Sedmak, Aleksandar",
year = "2015",
abstract = "This study deals with numerical simulations based on elastic-plastic finite element method for nonlinear stress analyses on pre-cracked tensile specimens with high strength properties. The influence of crack geometry on fracture resistance properties is considered with numerical analysis on models with two different cracks. Results on fracture resistance parameters are obtained for both simulated tensile panels with different crack lengths and width, referred as short and long crack. The obtained numerical results for crack resistance behaviour of tensile specimens are compared with data results from existing experimental investigations on specimens with same shape and material properties. Also, comparison is made with results obtained from similar standard experimental procedure. It is shown, that a proper combination of numerical and experimental procedures can lead research to significantly accurate results when investigating the fracture response of materials., U ovom radu se razmatraju numeričke simulacije na bazi elastoplastičnih konačnih elemenata kod nelinearnih naponskih analiza zateznih epruveta sa prslinom, od materijala povišene čvrstoće. Uticaj geometrije prsline na otpornost prema lomu je razmatran u numeričkoj analizi na modelima sa dve različite prsline. Rezultati parametara loma su dobijeni kako za simulaciju zateznih ploča različitih dužina prsline i širina, koje čine tzv. kratke i duge prsline. Poređenjem dobijenih numeričkih rezultata za otpornost na lom zateznih epruveta sa rezultatima odgovarajućih eksperimentalnih ispitivanja epruveta istih oblika i osobina materijala, kao i poređenje sa rezultatima dobijenim sličnim standardnim eksperimentalnim postupcima, pokazuje se da pravilna kombinacija numeričkih i eksperimentalnih procedura može usmeriti istraživanje u dobijanju mnogo preciznijih rezultata u istraživanju svojstava otpornosti na lom materijala.",
publisher = "Society for Structural Integrity and Life, Institute for Material Testing",
journal = "Integritet i vek konstrukcija",
title = "Finite element analysis of fracture resistance parameters for stationary semi-elliptical surface cracks in high strength steel, Analiza parametara otpornosti na lom metodom konačnih elemenata, kod stacionarnih polueliptičnih prslina u čeliku povišene čvrstoće",
pages = "134-131",
number = "3",
volume = "15",
url = "https://hdl.handle.net/21.15107/rcub_technorep_2937"
}

Doncheva, E., Međo, B.,& Sedmak, A.. (2015). Finite element analysis of fracture resistance parameters for stationary semi-elliptical surface cracks in high strength steel. in Integritet i vek konstrukcija
Society for Structural Integrity and Life, Institute for Material Testing., 15(3), 131-134.
https://hdl.handle.net/21.15107/rcub_technorep_2937

Doncheva E, Međo B, Sedmak A. Finite element analysis of fracture resistance parameters for stationary semi-elliptical surface cracks in high strength steel. in Integritet i vek konstrukcija. 2015;15(3):131-134.
https://hdl.handle.net/21.15107/rcub_technorep_2937 .

Doncheva, Elisaveta, Međo, Bojan, Sedmak, Aleksandar, "Finite element analysis of fracture resistance parameters for stationary semi-elliptical surface cracks in high strength steel" in Integritet i vek konstrukcija, 15, no. 3 (2015):131-134,
https://hdl.handle.net/21.15107/rcub_technorep_2937 .