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Local and global Pareto dominance applied to optimal design and material selection of composite structures

机译:将局部和全局Pareto优势应用于复合结构的最佳设计和材料选择

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摘要

The optimal design of hybrid composite structures considering sizing, topology and material selection is addressed in a multi-objective optimization framework. The proposed algorithm, denoted by Multi-objective Hierarchical Genetic Algorithm (MOHGA), searches for the Pareto-optimal front enforcing population diversity by using a hierarchical genetic structure based on co-evolution of multi-populations. An age structured population is used to store the ranked solutions aiming to obtain the Pareto front. A self-adaptive genetic search incorporating Pareto dominance and elitism is presented. Two concepts of dominance are used: the first one denoted by local non-dominance is implemented at the isolation stage of populations and the second one called global non-dominance is considered at age structured population. The age control emulates the human life cycle and enables to apply the species conservation paradigm. A new mating and offspring selection mechanisms considering age control and dominance are adopted in crossover operator applied to age-structured population. Application to hybrid composite structures requiring the compromise between minimum strain energy and minimum weight is presented. The structural integrity is checked for stress, buckling and displacement constraints considered in the multi-objective optimization. The design variables are ply angles and ply thicknesses of shell laminates, the cross section dimensions of beam stiffeners and the variables associated with the material distribution at laminate level and structure level. The properties of the proposed approach are discussed in detail.
机译:在多目标优化框架中解决了考虑尺寸,拓扑和材料选择的混合复合结构的优化设计。提出的算法以多目标层次遗传算法(MOHGA)表示,通过使用基于多种群协同进化的层次遗传结构来搜索帕累托最优前沿强制种群多样性。使用年龄结构化的人口来存储旨在获得帕累托阵线的排名解决方案。提出了结合帕累托优势和精英主义的自适应遗传搜索。使用了两个主导概念:第一个由局部非主导表示的概念是在人口的隔离阶段实施的,第二个被称为全球非主导的概念是针对年龄结构化的人群。年龄控制可以模拟人类的生命周期,并可以应用物种保护范式。跨年龄算子中采用了考虑年龄控制和优势的新的交配和后代选择机制。提出了在要求最小应变能和最小重量之间折衷的混合复合结构中的应用。检查结构完整性,以解决多目标优化中考虑的应力,屈曲和位移约束。设计变量是壳层板的层板角度和层板厚度,梁加劲肋的横截面尺寸以及与层板和结构层的材料分布相关的变量。所提出的方法的性质进行了详细讨论。

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