基于变设计域的加劲结构形状与拓扑集成优化

IF 3.8 3区 工程技术 Q1 MECHANICS
Daiki Yamane , Marc Naguib , Masatoshi Shimoda
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引用次数: 0

摘要

提出了一种基于变设计域拓扑优化的厚壁三维线弹性结构加筋方法。在可变设计域内同时设计加强筋的布局和形状,并在每次迭代时通过形状优化进行优化。基于simp的拓扑优化确定了变设计域内加筋板的生成区域,形状优化确定了加筋板顺序生长时的最优细节形状。在体积和平衡方程约束下,将柔度最小化以使结构变硬。将该设计优化问题表述为一个分布参数优化问题,利用拉格朗日乘子法、材料导数法和伴随法推导了形状和拓扑的灵敏度函数。将推导出的灵敏度函数应用于H1梯度法的矢量型和标量型,确定加强筋的最优形状和拓扑结构。这两种类型的H1梯度方法都可以实现平滑的最佳外部形状,同时解决与灰度和棋盘图案相关的潜在问题,并减少目标函数。通过几个设计实例验证了该方法的有效性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Integrated shape and topology optimization with variable design domain for stiffening structures
This paper presents an approach to create stiffeners for thick-walled 3D linear elastic structures by using variable design domain topology optimization. The layout and shape of stiffeners are simultaneously designed within the variable design domain which is optimized by shape optimization at each iteration. The SIMP-based topology optimization determines the generative regions of stiffeners within the variable design domain, and the shape optimization determines the optimal detailed shape while sequentially growing the stiffeners. Under the volume and equilibrium equation constraints, compliance is minimized to stiffen a structure. After formulating this design optimization problem as a distributed-parameter optimization problem, the sensitivity functions for shape and topology are derived using the Lagrange multiplier method, the material derivative method and the adjoint method. The derived sensitivity functions are applied to the vector and scalar types of H1 gradient method to determine the optimal shape and topology of stiffeners. The both types of H1 gradient method serve, enabling the achievement of a smooth optimal external shape while concurrently addressing potential issues related to grayscale and checkerboard patterns, as well as reducing the objective function. The effectiveness of this method is demonstrated through several design examples.
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来源期刊
CiteScore
6.70
自引率
8.30%
发文量
405
审稿时长
70 days
期刊介绍: The International Journal of Solids and Structures has as its objective the publication and dissemination of original research in Mechanics of Solids and Structures as a field of Applied Science and Engineering. It fosters thus the exchange of ideas among workers in different parts of the world and also among workers who emphasize different aspects of the foundations and applications of the field. Standing as it does at the cross-roads of Materials Science, Life Sciences, Mathematics, Physics and Engineering Design, the Mechanics of Solids and Structures is experiencing considerable growth as a result of recent technological advances. The Journal, by providing an international medium of communication, is encouraging this growth and is encompassing all aspects of the field from the more classical problems of structural analysis to mechanics of solids continually interacting with other media and including fracture, flow, wave propagation, heat transfer, thermal effects in solids, optimum design methods, model analysis, structural topology and numerical techniques. Interest extends to both inorganic and organic solids and structures.
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