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Higher-order modeling of a thin-walled beam with a welded multicell cross-section and its application to welding line optimization

机译:焊接多单元截面薄壁梁的高阶建模及其在焊接线优化中的应用

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摘要

Thin-walled multicell structures observed in vehicle frames are partially welded to lower the welding process cost while maintaining their overall structural stiffness comparable to those of fully-welded multicell structures. A fast and reliable beam-based model for analyzing such structures is required in the concept stage of the design process. In this investigation, an analysis method for a thin-walled beam of a multi-cell cross-section partially welded along its axial direction is newly established using a higher-order beam theory (HoBT). Our approach uses the Lagrange multipliers to impose the partial welding condition along the common edges of multiple thin-walled closed sections using the threedimensional field derived from a higher-order beam theory. The developed method in this study can be an accurate and effective alternative without full finite element analysis employing shell and solid elements. To find the optimal welding locations, we introduced binary design variables parameterized through their corresponding welding constraints to identify the status of welding or non-welding along a candidate welding line. A genetic algorithm is adopted to solve optimization problems. After establishing the analysis method and optimization technique, their validity was checked using double-cell and triple-cell sectioned beams and beam frame structures, including a bus structure. The stiffnesses of the structures with optimized partial welding lines (20) drop less than 6 from those of fully welded counterparts.
机译:在车架中观察到的薄壁多单元结构被部分焊接,以降低焊接工艺成本,同时保持其整体结构刚度与全焊接多单元结构相当。在设计过程的概念阶段,需要一个快速可靠的基于梁的模型来分析此类结构。本研究采用高阶梁理论(HoBT)建立了一种沿轴向部分焊接的多单元截面薄壁梁的分析方法。我们的方法使用拉格朗日乘子,使用从高阶梁理论导出的三维场,沿多个薄壁闭合截面的公共边缘施加部分焊接条件。本研究中开发的方法可以作为一种准确有效的替代方案,而无需使用壳和实体单元进行完整的有限元分析。为了找到最佳焊接位置,我们引入了二元设计变量,通过其相应的焊接约束进行参数化,以确定候选焊接线沿线的焊接或非焊接状态。采用遗传算法求解优化问题。在建立分析方法和优化技术后,采用双单元和三单元截面梁和梁架结构(包括母线结构)验证了其有效性。采用优化部分焊接线的结构刚度 (20%) 比全焊接的结构刚度下降不到 6%。

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