Fatigue life prediction of stud shear connectors under corrosion-fatigue coupling effect

被引:1
|
作者
Xiao, Lin [1 ]
Huang, Yaxi [1 ]
Wei, Xing [1 ]
机构
[1] Southwest Jiaotong Univ, Sch Civil Engn, Dept Bridge Engn, Chengdu 610031, Peoples R China
来源
ADVANCES IN BRIDGE ENGINEERING | 2023年 / 4卷 / 01期
基金
美国国家科学基金会;
关键词
Stud; Corrosion fatigue; Crack propagation; Life prediction; CRACK-GROWTH;
D O I
10.1186/s43251-023-00084-3
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Based on the three-stage fatigue crack growth model, a corrosion fatigue life prediction method considering the coupling effect of corrosion and fatigue is proposed in this paper. In this case, stress factor amplitude was claimed considering the coupling effect of corrosion and fatigue. Three push-out tests in corrosion conditions were conducted to study the failure mode of studs. The crack propagation of studs, obtained through the push-out tests, was simulated in FRANC 3D to establish a library of adequate stress factor amplitude. According to the corrosion degree of the specimens, the corrosion dissolution rate formula was formed, and the corrosion fatigue life of the specimen was predicted. Results show that the error between the predicted and experimental values is approximately 25%.
引用
收藏
页数:19
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