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首页> 外文期刊>WRI Journal: Journal of the Welding Research Institute >Prediction of longitudinal bending distortion in a fillet welded tee beam using finite element method
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Prediction of longitudinal bending distortion in a fillet welded tee beam using finite element method

机译:角焊三通的纵向弯曲变形的有限元预测

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摘要

The analysis of longitudinal bending distortion in a fillet welded tee beam has been performed using finite element method (FEM). The two dimensional cross sectional model is selected for the transient thermal analysis and a generalised plane strain element is selected for the stress analysis. The various phenomena associated with welding viz. distributed arc heat input, temperature dependent material properties, surface heat losses etc. are accounted in the model. The stress analysis is performed taking the thermal load as input and the non linear elastic plastic analysis is performed using Newton Raphson's method and convergence is ensured after each time step. From the displacement results obtained using the generalised plane strain analysis, the curvatures for various time intervals are determined and from die curvature data, the transient displacement at many locations on the beam are computed. The model is validated through experimental trials on a submerged arc welded tee section beam. The paper highlights the details of thermal and stress analysis, the experimental details and the results obtained.
机译:角焊三通中的纵向弯曲变形的分析已使用有限元方法(FEM)进行。选择二维截面模型进行瞬态热分析,选择广义平面应变单元进行应力分析。与焊接相关的各种现象。在模型中考虑了分布式电弧热输入,温度相关的材料特性,表面热损失等。以热负荷为输入进行应力分析,并使用牛顿拉夫森(Newton Raphson)方法进行非线性弹性塑性分析,并确保在每个时间步骤后收敛。根据使用广义平面应变分析获得的位移结果,确定各种时间间隔的曲率,并根据模具曲率数据计算出梁上许多位置的瞬态位移。该模型通过在埋弧焊三通截面梁上的试验试验进行了验证。本文重点介绍了热分析和应力分析的细节,实验细节以及所获得的结果。

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