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Simultaneous Topology, Shape, and Sizing Optimisation of Plane Trusses with Adaptive Ground Finite Elements Using MOEAs

机译:使用MOEA的自适应地面有限元同时进行桁架的拓扑,形状和尺寸优化

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摘要

This paper proposes a novel integrated design strategy to accomplish simultaneous topology shape and sizing optimisation of a two-dimensional (2D) truss. An optimisation problem is posed to find a structural topology, shape, and element sizes of the truss such that two objective functions, mass and compliance, are minimised. Design constraints include stress, buckling, and compliance. The procedure for an adaptive ground elements approach is proposed and its encoding/decoding process is detailed. Two sets of design variables defining truss layout, shape, and element sizes at the same time are applied. A number of multiobjective evolutionary algorithms (MOEAs) are implemented to solve the design problem. Comparative performance based on a hypervolume indicator shows that multiobjective population-based incremental learning (PBIL) is the best performer. Optimising three design variable types simultaneously is more efficient and effective.
机译:本文提出了一种新颖的集成设计策略,可以同时实现拓扑形状和二维(2D)桁架的尺寸优化。提出了一个优化问题,以找到桁架的结构拓扑,形状和单元尺寸,从而使两个目标函数(质量和顺应性)最小化。设计约束包括压力,屈曲和合规性。提出了一种自适应地面要素方法的程序,并详细介绍了其编码/解码过程。应用了两组同时定义桁架布局,形状和单元尺寸的设计变量。为了解决设计问题,实现了许多多目标进化算法(MOEA)。基于超量指标的比较性能表明,基于多目标人群的增量学习(PBIL)表现最佳。同时优化三种设计变量类型更加有效。

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  • 来源
    《Mathematical Problems in Engineering》 |2013年第1期|838102.1-838102.9|共9页
  • 作者单位

    Department of Engineering Management, Faculty of Science and Technology, Rajabhat Maha Sarakham University, Maha Sarakham 44000, Thailand;

    Department of Mechanical Engineering, Faculty of Engineering, Khon Kaen University, Khon Kaen 40002, Thailand;

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