A complete integrity assessment of welded connections under high and low cycle fatigue followed by fracture failure

被引:10
作者
Feng, Liuyang [1 ]
Liu, Tianyao [1 ]
Qian, Xudong [1 ]
Chen, Cheng [1 ]
机构
[1] Natl Univ Singapore, Dept Civil & Environm Engn, Singapore 117576, Singapore
关键词
continuum damage mechanics; fatigue assessment; fracture failure; tearing assessment; welded plate joint; LIFE ESTIMATION; BEHAVIOR; JOINTS; SIMULATION; CURVE; CREEP; MODEL;
D O I
10.12989/scs.2022.43.4.465
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents a comprehensive integrity assessment of welded structural components, including uniform high -and low-cycle fatigue assessment of welded plate joints and fatigue-induced fracture assessment of welded plate joints. This study reports a series of fatigue and fracture tests of welded plate joints under three-point bending. To unify the assessment protocol for high-and low-cycle fatigue of welded plate joints, this study develops a numerical damage assessment framework for both high-and low-cycle fatigue. The calibrated damage material parameters are validated through the smooth coupon specimens. The proposed damage-based fatigue assessment approach describes, with reasonable accuracy, the total fatigue life of welded plate joints under high-and low-cycle fatigue actions. Subsequently, the study performs a tearing assessment on the ductile crack extension of the fatigue-induced crack. The tearing assessment diagram derives from the load-deformation curve of a single-edge notched bend, SE(B) specimen and successfully predicts the load-crack extension relation for the reported welded plate joints during the stable tearing process.
引用
收藏
页码:465 / 481
页数:17
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