考虑残余应力的焊接节点疲劳寿命有限元分析
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作者单位:

1.绍兴文理学院 土木工程学院;2.浙江大学 建筑工程学院

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TG405

基金项目:

国家自然科学(51822810, 51778574);浙江省自然科学(LR19E080002)


FINITE ELEMENT ANALYSIS OF FATIGUE LIFE OF WELDED JOINT CONSIDERING RESIDUAL STRESS
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1.School of Civil Engineering,Shaoxing University;2.College of Civil Engineering and Architecture,Zhejiang University

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    摘要:

    为研究残余应力对焊接结构疲劳性能的影响,本文基于热力耦合计算方法建立了热弹塑性有限元模型,模拟T型节点焊接全过程及焊后热处理的温度场与应力场。基于扩展有限元法建立了T型焊接节点断裂力学数值模型,将焊接应力场作为初始条件引入模型并分析其对疲劳裂纹动态扩展行为的影响。研究结果表明,未考虑残余应力时,焊接节点疲劳裂纹向焊缝两端均匀发展,裂纹扩展形式与实验不符;焊后热处理可以显著降低焊接产生的高拉伸应力和压缩应力,但对疲劳寿命的增幅较小,仅为6.1%;考虑残余应力后疲劳裂纹扩展路径与实验更为接近,焊接结构有限元模拟应考虑焊接残余应力对疲劳裂纹扩展路径的影响。

    Abstract:

    In order to study the influence of residual stress on the fatigue performance of welded structures, a thermo-elastoplastic finite element model was established based on the thermal coupling calculation method to simulate the temperature field and stress field during the whole T-joint welding process and the post-welding heat treatment process. Based on the extended finite element method, the numerical model of fracture mechanics of T-shaped welding joints was established. The initial condition of welding stress field was introduced into the model and its influence on the dynamic propagation behavior of fatigue cracks was analyzed. The results show that when residual stress is not taken into account, the fatigue crack of welding joint develops uniformly at both ends of the welding seam, and the crack propagation pattern is not consistent with the experiment. Post-welding heat treatment process can significantly reduce the high tensile stress and compression stress generated by welding, but the increase of fatigue life is small, only 6.1%; Considering the residual stress, the fatigue crack growth path is more similar to the experiment. The influence of welding residual stress on the fatigue crack growth path should be considered in the finite element simulation of welded structure.

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  • 收稿日期:2021-04-15
  • 最后修改日期:2021-08-15
  • 录用日期:2021-08-30
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