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Optimum design of thin-walled composite beams for flexural-torsional buckling problem

机译:弯扭屈曲问题的薄壁组合梁的优化设计

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The objective of this research is to present formulation and solution methodology for optimum design of thin-walled composite beams. The geometric parameters and the fiber orientation of beams are treated as design variables simultaneously. The objective function of optimization problem is to maximize the critical flexural torsional buckling loads of axially loaded beams which are calculated by a displacement-based one-dimensional finite element model. The analysis of beam is based on the classical laminated beam theory and applied for arbitrary laminate stacking sequence configuration. A micro genetic algorithm (micro-GA) is employed as a tool for obtaining optimal solutions. It offers faster convergence to the optimal results with smaller number of populations than the conventional GA. Several types of lay-up schemes as well as different beam lengths and boundary conditions are investigated in optimization problems of I-section composite beams. Obtained numerical results show more sensitivity of geometric parameters on the critical flexural torsional buckling loads than that of fiber angle. (C) 2015 Elsevier Ltd. All rights reserved.
机译:这项研究的目的是提出用于优化设计薄壁组合梁的配方和解决方法。梁的几何参数和纤维取向同时被视为设计变量。优化问题的目标功能是使轴向加载梁的临界挠曲扭转屈曲载荷最大化,这是通过基于位移的一维有限元模型计算得出的。梁的分析基于经典层压梁理论,适用于任意层压板堆叠顺序配置。微遗传算法(micro-GA)被用作获得最佳解决方案的工具。与常规GA相比,它可以以更少的总体数量更快地收敛到最佳结果。在工字型组合梁的优化问题中,研究了几种类型的铺放方案以及不同的梁长和边界条件。数值结果表明,几何参数对临界挠曲屈曲载荷的敏感性高于纤维角。 (C)2015 Elsevier Ltd.保留所有权利。

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