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Characteristics of welding distortion and residual stresses in thin-walled pipes by solid-shell hybrid modelling and experimental verification

机译:固体壳混合型化薄壁管焊接变形和残余应力的特性及实验验证

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摘要

Welding distortion in thin-walled pipes is a prominent and common problem, deteriorating the dimensional accuracy and even increasing the failure risk. The objective of this study is to improve our understanding of welding behaviors and mechanism of thin-walled pipes and thus provide reference for developing control schemes. A solid-shell hybrid model was developed to analyze the characteristics of welding distortion and re-sidual stress distribution with improved modelling and calculation efficiency. The hybrid modeled results agreed well with the experimental measurements and conventional full solid model. It was observed that the welding deformation in seam-welded pipes presents a combined form incorporating convex bending on the circumstance and axial bending toward the weld side besides the shrinkage in both directions. The maximum distortion was observed in the two ends of weld line. Self-restraint characteristics of pipe structures were clarified by analytical solutions to analyze the bending distortions in both hoop and axial directions. For welding residual stresses, the axial stress near the weld line was high tensile stress, and the value on the inner surface was slightly larger than the outer one. The hoop stress near the weld was compressive on the outer surface and tensile on the inner side with similar magnitude. The correlation between welding inherent deformation components and pipe diameter was further clarified using the proposed hybrid model. Effect of shell element percentage and size on simulated results was also discussed to provide a reference for the application of the solid-shell hybrid model.
机译:薄壁管道焊接失真是一个突出和常见的问题,尺寸精度劣化,甚至增加了故障风险。本研究的目的是提高我们对薄壁管的焊接行为和机理的理解,从而为开发控制方案提供参考。开发了一种固体壳混合模型,以分析焊接失真的特性,并改善建模和计算效率。混合模型结果与实验测量和传统的全固体模型相同。观察到,接缝焊接管中的焊接变形呈现了一种组合形式,其在整个方向上的收缩之外,朝向焊接侧朝向焊接侧的凸起弯曲的组合形式。在焊接线的两端观察到最大失真。通过分析解决方案阐明了管结构的自限制特性,以分析箍和轴向的弯曲扭曲。对于焊接残余应力,焊接线附近的轴向应力是高抗拉应力,并且内表面上的值略大于外部。焊缝附近的箍应力在外表面上压缩,在内侧的拉伸,具有类似的幅度。使用所提出的混合模型进一步阐明了焊接固有变形组分和管道直径之间的相关性。还讨论了壳体元素百分比和尺寸对模拟结果的影响,以提供用于应用固体壳混合模型的参考。

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