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爆炸消减钢桥面顶板-纵肋焊接残余应力的模拟分析
引用本文:马斌,邓扬,刘涛磊. 爆炸消减钢桥面顶板-纵肋焊接残余应力的模拟分析[J]. 科学技术与工程, 2022, 22(8): 3011-3019
作者姓名:马斌  邓扬  刘涛磊
作者单位:北京建筑大学土木与交通工程学院,北京100044
基金项目:国家自然科学基金(51878027);北京市教委青年拔尖人才培育计划项目(CIT&TCD201904060);北京市教委科技项目(KM201910016013);北京建筑大学基本科研业务费项目(X20174)
摘    要:焊接残余应力会严重影响正交异性钢桥面的疲劳强度和使用寿命.爆炸处理方法已在冶金设备、压力容器及海上采油设施等大型焊接结构的残余应力消减中得到了应用,提出了焊接-爆炸处理全过程数值模拟流程,分析了顶板-纵肋焊接连接残余应力变化过程,考察了爆炸处理对钢桥面板顶板-纵肋焊接残余应力的消减效果.首先,采用热-结构间接耦合分析方...

关 键 词:正交异性钢桥面  焊接残余应力  爆炸处理  任意拉格朗日-欧拉法(ALE)  流固耦合
收稿时间:2021-06-02
修稿时间:2021-12-09

Numerical Analysis on Welding Residual Stress Reduction for Rib-Deck Connection in Orthotropic Steel Deck via Explosion
Ma Bin,Deng Yang,Liu Taolei. Numerical Analysis on Welding Residual Stress Reduction for Rib-Deck Connection in Orthotropic Steel Deck via Explosion[J]. Science Technology and Engineering, 2022, 22(8): 3011-3019
Authors:Ma Bin  Deng Yang  Liu Taolei
Affiliation:Beijing University of Civil Engineering and Architecture
Abstract:The existing research have indicated that the fatigue strength and service life of the welded structure are seriously affected by the welding residual stress. Explosion method is widely used in the reduction of residual stress in large welded structures such as metallurgical equipment, pressure vessels and offshore oil extraction facilities. The numerical simulation procedures of full processes including welding and explosion treatment is proposed, the changing process of the residual stress in the deck-rib welding connection is analyzed, and the effect of the explosion treatment on the reduction of the residual stress in the deck-rib welding connection is studied. First, the welding process of the deck-rib was simulated by the thermal-structure coupling analysis method. The weld metal filling and the heat source inputting of the welding process were simulated by the element birth-death method. The temperature and stress fields of welding were obtained. Then, the interaction between detonation wave and the deck-rib was simulated by the arbitrary Lagrange-Euler algorithm and the fluid-structure interaction method in the explicit dynamic analysis software LS-DYNA. The results show that the welding transverse residual stress at weld toe is 112MPa, and the welding longitudinal residual stress at weld toe is 117MPa. The reduction amplitude of the transverse residual stress at weld toe is 159MPa, and the reduction amplitude of the longitudinal residual stress at weld toe is 278MPa. The residual stress of the welded structure can be redistributed and effectively reduced by the explosion method. The conclusion of the numerical simulation is supposed to provide technical reference for the residual stress reduction of similar bridges.
Keywords:orthotropic steel bridge deck   welding residual stress   explosion treatment   arbitrary Lagrange-Euler algorithm   fluid-structure interaction method
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