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Multi-parameter optimization of lightweight composite triangular truss structure based on response surface methodology

机译:基于响应面法的轻质复合材料三角桁架结构多参数优化

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摘要

A multi-parameter optimization approach for a lightweight FRP composite triangular truss under nonlinear structural response constraints is presented in this paper. The composite truss exhibited bilinear behavior under three-point bending which was observed by both experimental and numerical investigation. Sensitivity analysis was conducted to evaluate the effects of geometric parameters on the flexural performance of the composite truss. A response surface, developed from a finite element analysis, was employed to replicate the outputs of nonlinear structural responses with respect to four key geometric parameters. Gradient-based and Genetic Algorithm optimization processes were selected and implemented from the MATLAB Optimization Toolbox. Final adjustments to the optimal design, obtained using MATLAB, were made according to the results of sensitivity analysis. The results show that significant improvement in terms of weight saving were achieved by adopting the proposed optimization design procedure.
机译:提出了一种在非线性结构响应约束下轻型FRP复合三角桁架的多参数优化方法。实验和数值研究均表明,复合材料桁架在三点弯曲下表现出双线性行为。进行了敏感性分析,以评估几何参数对复合桁架抗弯性能的影响。通过有限元分析开发的响应面用于复制关于四个关键几何参数的非线性结构响应的输出。从MATLAB Optimization Toolbox中选择并实现了基于梯度的遗传算法优化过程。根据灵敏度分析的结果,对使用MATLAB进行的最佳设计进行了最终调整。结果表明,通过采用建议的优化设计程序,在减轻重量方面取得了显着改善。

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