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A Plane Stress Model to Predict Angular Distortion in Single Pass Butt Welded Plates With Weld Reinforcement

机译:一种平面应力模型,以预测具有焊接加固的单通架焊接板角度变形

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摘要

While coupled three-dimensional (3D) nonisothermal finite-element (FE) models can be used to predict distortion in weldments, computational costs remain high, and the development of alternate FE-based engineering approaches remains an important topic. In the present study, a plane stress model is proposed for analyzing angular distortion in butt-welded plates having appreciable levels of weld reinforcement. The approach is based on an analysis of contractile shrinkage forces and only requires knowledge of the plastic zone geometry to develop the input data needed for an isothermal linear elastic FE model. Results show that the proposed method significantly reduces the computational time and provides acceptable accuracy when plane stress conditions are satisfied. The effect of weld reinforcement was also analyzed using the method. The results indicate that the contraction force from the bead is dominant, and that the primary effect of the crown is to increase eccentricity of the in-plane contraction force. A steel liner from a nuclear plant cooling tower was also analyzed to demonstrate the method. The results showed that the model was able to predict the distortion pattern and demonstrated fair accuracy.
机译:虽然耦合三维(3D)非吸管有限元(FE)型号可用于预测焊接中的失真,计算成本仍然很高,并且交替的FE基工程方法的发展仍然是一个重要的主题。在本研究中,提出了一种平面应力模型,用于分析具有可明显的焊接加强件的对接板中的角度变形。该方法是基于对收缩率的分析,并且只需要了解塑料区几何形状以开发等温线性弹性FE模型所需的输入数据。结果表明,当满足平面应力条件时,所提出的方法显着降低了计算时间并提供可接受的精度。还使用该方法分析焊接增强件的效果。结果表明,来自珠子的收缩力是显性的,并且冠的主要效果是增加面内收缩力的偏心率。还分析了来自核植物冷却塔的钢结构,以证明该方法。结果表明,该模型能够预测变形模式并表现出公平的准确性。

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