Structural Design via Genetic Optimization

David J. Webb, Wissam M. Alobaidi, E. Sandgren
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引用次数: 4

Abstract

Structural designs (i.e. truss structures) are derived by the use of a three phase genetic optimization approach, where the minimization of volume is the objective of each truss structure considered. A genetic algorithm is employed which controls the three phase optimization technique. The first phase utilizes the conventional functionality of the genetic algorithm from an evolutionary perspective, however designer interaction by the use of constant rules is provided to ensure an effective evolutionary search outcome. The second phase enhances the best design constructed from phase one by the use of domain specific knowledge in the form of design rules. Phase three improves the final design assembled within phase two by the reduction of truss element areas. This refinement process ensures that the design constraints provided are active, indicating an optimal search solution. All phases operate from a global perspective; however the phase two optimization methodology operates from a more radical approach which encompasses the concept of designing from a “blank sheet of paper” point of view. Results are provided upon the conclusion of each truss example considered which includes the outcomes of each phase for comparison purposes.
基于遗传优化的结构设计
结构设计(即桁架结构)是通过使用三相遗传优化方法推导出来的,其中体积最小化是每个桁架结构考虑的目标。采用遗传算法控制三相优化技术。第一阶段从进化的角度利用遗传算法的传统功能,但是通过使用恒定规则提供设计者交互以确保有效的进化搜索结果。第二阶段通过使用设计规则形式的领域特定知识来增强从第一阶段构建的最佳设计。第三阶段通过减少桁架单元面积来改进在第二阶段内组装的最终设计。这个细化过程确保所提供的设计约束是活动的,指示出最优的搜索解决方案。所有阶段都是从全球角度运作的;然而,第二阶段的优化方法是从一种更激进的方法出发的,它包含了从“空白纸”的角度进行设计的概念。结果是根据考虑的每个桁架实例的结论提供的,其中包括用于比较目的的每个阶段的结果。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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