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A Novel Multi-Objective Topology Optimization Method for Stiffness and Strength-Constrained Design Using the SIMP Approach
1 Department of Mechanical Engineering, Yanshan University, Qinhuangdao, 066004, China
2 School of Mechanical Engineering, Taiyuan University of Science and Technology, Taiyuan, 030024, China
3 Engineering Training Center, Yanshan University, Qinhuangdao, 066004, China
* Corresponding Author: Weicheng Li. Email:
Computer Modeling in Engineering & Sciences 2025, 144(2), 1545-1572. https://doi.org/10.32604/cmes.2025.068482
Received 30 May 2025; Accepted 08 August 2025; Issue published 31 August 2025
Abstract
In this paper, a topology optimization method for coordinated stiffness and strength design is proposed under mass constraints, utilizing the Solid Isotropic Material with Penalization approach. Element densities are regulated through sensitivity filtering to mitigate numerical instabilities associated with stress concentrations. A p-norm aggregation function is employed to globalize local stress constraints, and a normalization technique linearly weights strain energy and stress, transforming the multi-objective problem into a single-objective formulation. The sensitivity of the objective function with respect to design variables is rigorously derived. Three numerical examples are presented, comparing the optimized structures in terms of strain energy, mass, and stress across five different mathematical models with varying combinations of optimization objectives. The results validate the effectiveness and feasibility of the proposed method for achieving a balanced design between structural stiffness and strength. This approach offers a new perspective for future research on stiffness-strength coordinated structural optimization.Keywords
Cite This Article
Copyright © 2025 The Author(s). Published by Tech Science Press.This work is licensed under a Creative Commons Attribution 4.0 International License , which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.


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