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    对接多道焊钢板的内部焊接残余应力数值模拟

    Numerical Simulation of Welding Residual Stress in Butt Multi-Pass Welded Steel Plate

    • 摘要: 建立了对接多道焊钢板的热力耦合有限元模型,采用热弹塑性法对多道焊接过程中钢板的横向残余应力进行了数值模拟;通过腐蚀剥层结合磁各向异性法对模拟结果进行了试验验证,采用建立的模型模拟了不同焊接阶段钢板内部的残余应力分布。结果表明:横向残余应力的模拟结果和试验结果吻合,平均相对误差为8.73%,验证了所建模型的准确性。模拟结果显示:焊接残余应力峰值不仅出现在钢板表面,也显著分布于表面以下3 mm深度范围内。随着焊道数量增加,每道次焊接后钢板内部的残余应力峰值呈下降趋势,完全冷却后局部拉应力峰值出现回升。钢板的横向残余应力在垂直焊缝路径上呈“W”型分布,在平行焊缝路径上呈中间大两端小的分布特征;横向残余应力随着深度增加而减小,在7 mm深度附近由拉应力转变为压应力。

       

      Abstract: A thermo-mechanical coupling finite element model of butt multi-pass welded steel plate was established, and the transverse residual stresses during the multi-pass welding process were simulated numerically by the thermo-elastoplastic method. The simulation results were validated experimentally through the corrosion layer removal method combined with the magnetic anisotropy technique. The distribution of residual stresses inside the steel plate at different welding stages was simulated by the establisheded model. The results show that the simulated transverse residual stresses agreed well with the test results, with an average relative error of 8.73%, confirming the accuracy of the developed model. The simulation results further revealed that the peak residual stresses occurred not only on the plate surface but also exhibited a significant distribution within the subsurface layer up to a depth of 3 mm. As the number of weld passes increased, the peak residual stress inside the plate decreased after each pass, and after complete cooling, the peak tensile stress showed a partial recovery in localized areas. The transverse residual stress exhibited a “W”-shaped distribution along the path perpendicular to the weld seam, and along the path parallel to the weld seam, it showed a higher magnitude in the middle section and lower values near both ends. The transverse residual stress decreased with the increase of depth, and transitioned from tensile to compressive stress at approximately 7 mm below the surface.

       

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