Research on fatigue life of carbon fiber reinforced polymer strengthened single-sided butt welded joints utilizing resin pre-coating for strong adhesive bonding

被引:0
|
作者
Han, Rui [1 ,2 ]
Xiao, Yunfei [1 ]
Wang, Binhua [1 ]
机构
[1] Changan Univ, Key Lab Rd Construction Technol & Equipment, MOE, Xian 710064, Peoples R China
[2] Engn Univ PAP, Xian 710086, Peoples R China
关键词
Fatigue test; Single-sided butt weld joints; Groove parameter; Resin pre-coating; Carbon fiber reinforced polymer (CFRP); Strain; RESIDUAL-STRESS; PERFORMANCE; PLATE; PREDICTION; BEHAVIOR;
D O I
10.1016/j.engfailanal.2024.109045
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
Single-sided butt welding is a common connection method used in box beam structures such as excavator booms. Single-sided butt weld joints are prone to fatigue failure since the structures are subjected to cyclic loads over extended periods. The purpose of this study is to improve the fatigue performance of single-sided butt welded joints. Carbon fiber reinforced polymer (CFRP) strengthened single-sided butt welded joint specimens with permanent backing plates were prepared by pre-coating method, and constant-amplitude tension-tension fatigue tests were carried out on the specimens. The effects of welding groove parameters and CFRP reinforcement on fatigue life were studied. The test results show that the CFRP-strengthened specimens without blunt edges and with a groove angle of 40 degrees show the highest average fatigue life. The single-sided bonding of 10 layers of CFRP sheets effectively inhibits the propagation of fatigue cracks and significantly improves the fatigue life of welded joints. In the CFRP/welded joint composite structure, the strain monitoring results show that the peak strain of the interface is the largest in the middle position, and the peak strain rises sharply in the rapid crack propagation stage, which indicates that the real-time interface strain peak can reflect the fatigue crack propagation. It provides an early warning method for real-time monitoring of fatigue life failure of welded structures in practical engineering.
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页数:22
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