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Numerical computation methods of welding deformation and their application in bogie frame for high-speed trains

机译:高速列车转向架构架焊接变形的数值计算方法及其应用

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摘要

The welding deformation of a single-side double-pass welding T-joint is simulated by using a thermal elastic-plastic method (TEPM) and inherent strain method (ISM) respectively, and comparisons are made. Consequently, the numerical simulation results using the two methods are approximately consistent; thus, the application of the thermal elastic-plastic method and inherent strain method for predicting the welding deformation of T-joints is validated. Then, the inherent strain method based on empirical formulas is applied to simulate the welding deformation of a shell model and solid model of the side beam of a bogie frame. A comparative analysis of the two models shows that the simulated result of the solid model is more accurate than that of the shell model. However, the two results are basically consistent with the measured welding deformation of the side beam of the frame, further demonstrating the effectiveness of the inherent strain method in predicting the welding deformation of large complex structures. The prediction methods provided in this paper give a reference to the welding deformation correction and the corresponding welding process optimization for large-scale welded structures.
机译:采用热弹塑性法(TEPM)和固有应变法(ISM)分别模拟了单面双道焊接T形接头的焊接变形,并进行了比较。因此,两种方法的数值模拟结果基本一致。因此,验证了热弹塑性法和固有应变法在预测T型接头焊接变形中的应用。然后,采用基于经验公式的固有应变方法,模拟了转向架框架的壳模型和实体模型的焊接变形。对这两个模型的比较分析表明,实体模型的仿真结果比壳模型的仿真结果更准确。但是,这两个结果基本上与所测框架的侧梁的焊接变形一致,进一步证明了固有应变方法在预测大型复杂结构的焊接变形中的有效性。本文提供的预测方法为大型焊接结构的焊接变形校正和相应的焊接工艺优化提供了参考。

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