Optimisation of numerical models of welded joints with multiple defect combinations

被引:2
作者
Arandelovic, Mihajlo [1 ]
Sedmak, Simon [1 ]
Jovicic, Radomir [1 ]
Petrovic, Ana [2 ]
Dikic, Stefan [3 ]
机构
[1] Innovat Ctr, Fac Mech Engn, Kraljice Marije 16, Belgrade 11120, Serbia
[2] Univ Belgrade, Fac Mech Engn, Kraljice Marije 16, Belgrade 11120, Serbia
[3] Univ Belgrade, Fac Technol & Met, Karnegijeva 4, Belgrade 11120, Serbia
来源
23 EUROPEAN CONFERENCE ON FRACTURE, ECF23 | 2022年 / 42卷
关键词
Welded joint defects; Finite element method; Steel S275; INTEGRITY; SIMULATION; STRENGTH; PIPELINE;
D O I
10.1016/j.prostr.2022.12.124
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
This paper presents the continued efforts in investigating behaviour of low-alloyed low-carbon steel welded joints in the presence of different combinations of multiple welding defects, (undercuts, incomplete root penetration, misalignments). Since these defect combinations can greatly affect the integrity of welded joints, due to significant changes in geometry which are induced by their presence. For this reason, a total of 8 numerical models were made, including four different defect combinations (2 models for each group). This number of models was equal to the number of actual test specimens that were used for tensile test experiments, which also provided the necessary input data (mechanical properties) for each model. The goal was to determine if the two models from each group were sufficiently similar to each other, so that in the future research, they could be replaced by a single, unified model for each defect combination. Comparison was made in terms of stress and strain distribution, and it was determined that three out of four models have nearly identical values, whereas the first group specimens had shown slightly bigger differences, which were still acceptable. Thus, it was concluded that a single representative model could be made for each defect combination group. (c) 2022 The Authors. Published by Elsevier B.V. This is an open access article under the CC BY-NC-ND license (https://creativecommons.org/licenses/by-nc-nd/4.0) Peer-review under responsibility of the scientific committee of the 23 European Conference on Fracture - ECF23
引用
收藏
页码:985 / 991
页数:7
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