Anti-impact topology optimization for 2D and shell-based structures based on velocity field level set method with response spectrum analysis

IF 8.3 1区 工程技术 Q1 ENGINEERING, CIVIL
Thin-Walled Structures Pub Date : 2026-04-01 Epub Date: 2026-01-10 DOI:10.1016/j.tws.2026.114506
Ruijiao Liu, Yunlong Chen, Changhe Wang, Xiaopeng Zhang, Yaguang Wang, Zhan Kang
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引用次数: 0

Abstract

Anti-impact design is of significant importance in various areas, particularly in the naval equipment and architecture. Advanced structural optimization techniques can offer powerful and efficient tools to achieve innovative configurations with extraordinary performances. This paper proposes a velocity field level set topology optimization method for anti-impact structural design using the response spectrum analysis. A multi-objective optimization formulation combined with the structural compliance and the spectrum compliance is presented, which effectively balances load-bearing capacity and impact resistance enhancement. Here the response spectrum analysis is used to evaluate the anti-impact performances efficiently while avoiding the complexity and high cost of time-domain integration. In the sensitivity analysis, the optimization problem is reformulated into a self-adjoint form through modal superposition, which eliminates the need to solve additional adjoint equations and significantly reduces computational complexity. The optimization is performed in the velocity field level set framework, which allows using a general optimizer (such as the MMA algorithm) to handling constraints steadily and efficiently. Meanwhile, the clear and smooth boundary representation is combined with the body-fitted mesh technology, which enhances the accuracy of the mechanical response calculation and facilitate the manufacturability of the optimization results.

Abstract Image

基于响应谱分析的速度场水平集方法的二维和壳基结构抗冲击拓扑优化
抗冲击设计在各个领域都具有重要意义,特别是在海军设备和建筑中。先进的结构优化技术可以提供强大而有效的工具,以实现具有非凡性能的创新配置。提出了一种基于响应谱分析的抗冲击结构速度场水平集拓扑优化方法。提出了一种结合结构柔度和频谱柔度的多目标优化公式,有效地平衡了承载能力和抗冲击能力的增强。本文采用响应谱分析方法有效地评价了结构的抗冲击性能,同时避免了时域积分的复杂性和高成本。在灵敏度分析中,通过模态叠加将优化问题重新表述为自伴随形式,从而消除了求解附加伴随方程的需要,大大降低了计算复杂度。优化是在速度场水平集框架中执行的,该框架允许使用通用优化器(如MMA算法)稳定有效地处理约束。同时,将清晰光滑的边界表示与贴体网格技术相结合,提高了机械响应计算的精度,有利于优化结果的可制造性。
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
Thin-Walled Structures
Thin-Walled Structures 工程技术-工程:土木
CiteScore
9.60
自引率
20.30%
发文量
801
审稿时长
66 days
期刊介绍: Thin-walled structures comprises an important and growing proportion of engineering construction with areas of application becoming increasingly diverse, ranging from aircraft, bridges, ships and oil rigs to storage vessels, industrial buildings and warehouses. Many factors, including cost and weight economy, new materials and processes and the growth of powerful methods of analysis have contributed to this growth, and led to the need for a journal which concentrates specifically on structures in which problems arise due to the thinness of the walls. This field includes cold– formed sections, plate and shell structures, reinforced plastics structures and aluminium structures, and is of importance in many branches of engineering. The primary criterion for consideration of papers in Thin–Walled Structures is that they must be concerned with thin–walled structures or the basic problems inherent in thin–walled structures. Provided this criterion is satisfied no restriction is placed on the type of construction, material or field of application. Papers on theory, experiment, design, etc., are published and it is expected that many papers will contain aspects of all three.
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