Steel and Composite Structures
Volume 43, Number 4, 2022, pages 465-481
DOI: 10.12989/scs.2022.43.4.465
A complete integrity assessment of welded connections under high and low cycle fatigue followed by fracture failure
Liuyang Feng, Tianyao Liu and Xudong Qian and Cheng Chen
Abstract
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.
Key Words
continuum damage mechanics; fatigue assessment; fracture failure; tearing assessment; welded plate joint
Address
Liuyang Feng, Tianyao Liu and Xudong Qian and Cheng Chen: Department of Civil and Environmental Engineering, National University of Singapore, Singapore 117576