Structural transient dynamic topology optimization based on autoencoder-enhanced generative adversarial network and elitist guidance evolutionary algorithm

IF 7.3 1区 工程技术 Q1 ENGINEERING, MULTIDISCIPLINARY
Haojie Ma , Xiao Kang , Yixing Huang , Shengyu Duan , Ying Li , Daining Fang
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引用次数: 0

Abstract

Structural transient dynamic optimization faces significant challenges stemming from material nonlinearities and geometric nonlinearities induced by large deformations. These nonlinear phenomena severely complicate gradient-based sensitivity analysis, while conventional non-gradient optimization approaches face limitations including prohibitive computational demands, suboptimal solution quality, and compromised robustness. To overcome these challenges, we present an integrated computational framework synergistically combining an autoencoder-enhanced generative adversarial network with an elitist guidance evolutionary algorithm for nonlinear dynamic optimization. The developed multi-fidelity surrogate modeling architecture achieves dual enhancement in computational efficiency and solution diversity, while the elitism-preserving mechanism in elitist guidance evolutionary algorithm ensures superior convergence characteristics. Furthermore, we introduce a self-supervised criterion noise rate metric for quantitatively evaluating structural performance under transient loads. Results demonstrate that the proposed method improves structural clarity and diversity by 18.56 and 21.55 times compared to conventional methods. Case studies with both cantilever and fixed-end beams across dynamic loading regimes confirm the method’s generalizability. This framework is easily transferable to other engineering fields, offering new insights for solving transient nonlinear problems.
基于自编码器增强生成对抗网络和精英引导进化算法的结构瞬态动态拓扑优化
结构瞬态动力优化面临着材料非线性和大变形引起的几何非线性的重大挑战。这些非线性现象严重复杂化了基于梯度的灵敏度分析,而传统的非梯度优化方法面临着限制,包括令人望而却步的计算需求、次优解质量和折衷的鲁棒性。为了克服这些挑战,我们提出了一个集成的计算框架,将自编码器增强的生成对抗网络与用于非线性动态优化的精英引导进化算法协同结合。提出的多保真度代理建模体系结构实现了计算效率和解多样性的双重提高,而精英引导进化算法中的精英保留机制保证了优越的收敛特性。此外,我们还引入了一种自监督标准噪声率度量来定量评估结构在瞬态荷载下的性能。结果表明,该方法的结构清晰度和多样性分别比传统方法提高了18.56倍和21.55倍。悬臂梁和固定端梁跨动荷载的实例研究证实了该方法的通用性。该框架可以很容易地转移到其他工程领域,为解决瞬态非线性问题提供了新的见解。
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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来源期刊
CiteScore
12.70
自引率
15.30%
发文量
719
审稿时长
44 days
期刊介绍: Computer Methods in Applied Mechanics and Engineering stands as a cornerstone in the realm of computational science and engineering. With a history spanning over five decades, the journal has been a key platform for disseminating papers on advanced mathematical modeling and numerical solutions. Interdisciplinary in nature, these contributions encompass mechanics, mathematics, computer science, and various scientific disciplines. The journal welcomes a broad range of computational methods addressing the simulation, analysis, and design of complex physical problems, making it a vital resource for researchers in the field.
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