钢桥箱型杆件腹板单元火焰矫正横向弯曲变形分析

    Analysis on Flame Straightening Transverse Bending Deformation of Steel Bridge Box Section Bar Web Plate Element

    • 摘要: 钢桥腹板单元焊后横向弯曲变形为后续的矫正拼装带来了较大的难度。基于热弹塑性有限元法,在ANSYS软件中对钢桥腹板单元火焰矫正进行了数值模拟,并基于实际板件火焰矫正变形量对模拟结果进行了验证。模拟值与实测值吻合较好,证明了火焰矫正模拟的有效性。在此基础上进一步开展了火焰加热速度、加热道数以及加热位置等参数的优化分析。结果表明:火焰矫正位置选择焊缝对应的位置,矫正较为明显;多道加热的矫正量大于单道加热的矫正量;减小火焰矫正速度或沿不同路径采用多道加热时可以更充分地提高火焰矫正效率。

       

      Abstract: Welding transverse deformation of steel bridge box section bar web plate element brings great difficulty for subsequent straightening and assembly. Based on the thermal elastic-plastic finite element method, the flame straightening of steel bridge web plate element was simulated in ANSYS software, and the simulation results were verified by the measured deformation of actual flame straightening. The simulated values are in good agreement with the experimental values, which proves the effectiveness of flame straightening simulation. The optimization analysis on the parameters such as flame heating speed, heating pass number and heating position was further conducted. The results indicate that the flame correction is more obvious when the flame is heated along the welding seam position; the correction amount of multi-pass heating is bigger than that of single pass heating; reducing the flame heating speed or multi-pass heating along different paths can improve the flame correction efficiency.

       

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