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Numerical Analysis of Controlling Welding Deformation of the Wall Plate of Large Cylindrical Structure by Pre-Stress Method

机译:预应力法测定大圆柱结构壁板焊接变形的数值分析

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During the welding of the wall plate of cylindrical structure, the edges of cylinder generates obvious wave-like deformation and affects subsequent assembly. In this paper, based on the numerical simulation method, welding deformation controlling by pre-stress method is studied. The effects of the pre-stress level and the welding sequence on the final deformation are discussed. The results show that the level of pre-stress can obviously control the welding deformation of the longitudinal beams, but can not control the welding deformation of transverse beams. Using the selected welding sequence: welding transverse beams firstly, exerting pre-stress, and then welding longitudinal beams, this welding sequence can reduce the wave-like deformation after welding.
机译:在圆柱形结构壁板的焊接期间,圆柱的边缘产生明显的波浪状变形并影响随后的组装。本文基于数值模拟方法,研究了通过预应力方法进行焊接变形控制。讨论了预应力水平和焊接序列对最终变形的影响。结果表明,预应力水平可以明显控制纵向梁的焊接变形,但不能控制横梁的焊接变形。使用所选择的焊接顺序:首先焊接横梁,施加预应力,然后焊接纵向梁,这种焊接序列可以在焊接后降低波状变形。

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