未熔合对厚板多层多道焊残余应力影响的数值模拟
Numerical simulation of influence of non-fusion on residual stress in multi-pass and multi-layer welding of thick steel plate
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摘要: 基于逐层激活建模方式实现对多层多道焊的模拟,采用混合热源模型建立了不等厚X70管线钢板多层多道焊接有限元计算模型,模拟并分析了焊接过程温度场、应力场的演变。此外,在模型中引入了未熔合缺陷,并通过等效处理实际管道运行载荷情况,重点模拟并分析了未熔合缺陷对焊后残余应力分布和X70管道运行安全状态的影响。结果表明,补焊焊缝未熔合缺陷未导致焊后残余应力的明显增加,未熔合处最大等效应力470 MPa,未超过X70管线钢母材屈服强度。等效工况下未熔合处最高等效应力达到592 MPa,补焊焊缝的两侧焊趾处存在两处条状高应力区域,等效应力超过550 MPa,均超过母材屈服强度,但未达到抗拉强度。计算结果与试验结果吻合良好,证明了模型的可靠性和准确性。Abstract: The simulation of multi-layer and multi-layer welding process was realized based on the layer-by-layer activation modeling method,and the mixed heat source model was used to establish the finite element model of multi-pass and multi-layer welding for thick X70 steel plates with different thickness. The evolutions of welding temperature field and stress field were simulated and analyzed. The non-fusion defects and equivalent pipeline working conditions were introduced into the model. The influence of non-fusion defects on post-welding residual stress distribution and X70 pipeline safety was simulated and analyzed. The results indicated that, the maximum Mises stress at the repair welding seam containing non-fusion defects was 470 MPa, which was below the yield strength of base steel of X70 pipeline steel. The highest Mises stress under equivalent working conditions was located in the non-fusion defects and reached 592 MPa, which exceeded the yield strength of the parent metal but did not reach its tensile strength. The simulated results was in good agreement with the experimental results, which indicated that the founded model had high reliability and accuracy.