Distribution and relaxation of welding residual stress in U-rib-to-deck joints considering actual material properties

被引:10
作者
Liu, Xinran [1 ]
Qiang, Bin [1 ]
Wu, Hang [1 ]
Qiu, Hongkai [1 ]
Yao, Changrong [1 ]
Li, Yadong [1 ]
机构
[1] Southwest Jiaotong Univ, Dept Bridge Engn, Chengdu, Sichuan, Peoples R China
基金
中国博士后科学基金; 中国国家自然科学基金;
关键词
U-rib-to-deck joint; Welding residual stress; Actual material properties; Relaxation; Prediction equation; FATIGUE PERFORMANCE; WELDED-JOINTS; STEEL; PLATE; MODEL; TIME;
D O I
10.1016/j.tws.2022.109747
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Welding residual stress (WRS) adversely affects the fatigue cracking of U-rib-to-deck joints. The distribution and relaxation of the WRS of a U-rib-to-deck joint were calculated and analyzed by combining measurement and simulation and considering the inhomogeneity of the material. First, the initial WRS was simulated by using the actual high-temperature material properties of the base metal (BM) and weld metal (WM), and the simulation value was verified against measured data. Second, based on the simulated initial WRS, its relaxation was simulated using the Chaboche cyclic-plasticity constitutive model of BM and WM, and the influence of cycle number, stress amplitude, and stress ratio on WRS relaxation was investigated. The results show that the WRS relaxation changes its value but not its distribution trend. Most of the WRS relaxation occurs in the first cyclic loading, accounting for approximately 90% of the total relaxation. The relaxation increases with cycle number increasing until a stable state is reached after between seven and ten cycles. The WRS relaxation increases with stress amplitude or stress ratio increasing. Finally, a predicted equation for WRS relaxation was proposed based on the cycle number, stress amplitude, and stress ratio.
引用
收藏
页数:13
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