Issue |
E3S Web Conf.
Volume 606, 2025
2024 International Conference on Naval Architecture and Ocean Engineering (ICNAOE 2024)
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Article Number | 04005 | |
Number of page(s) | 10 | |
Section | Green Construction and Infrastructure Technologies | |
DOI | https://doi.org/10.1051/e3sconf/202560604005 | |
Published online | 21 January 2025 |
A Critical Review of Structural Topology Optimization Algorithms
School of Civil Engineering, Chongqing University, 174 Shazheng Street, Shapingba District, Chongqing, China
* Corresponding author: 07107850@alu.cqu.edu.cn
In the past 30 years , the field of structural topology optimization has developed rapidly, and many representative algorithms such as homogenization algorithm, solid isotropic material with penalization algorithms and evolutionary structural optimization algorithms have emerged. In this paper, the above three representative algorithms’ principles and development history are briefly introduced. Secondly, with the classic example of long cantilever beams, the three methods are compared in all aspects of the optimisation process, and their similarities and differences in terms of optimisation objectives, constraints, and characteristics of the results are analysed. Finally, the above algorithms are summarized, and their advantages, disadvantages and applicable scenarios are listed, which will provide reference for future designers to a certain extent.
Key words: Topology optimisation / homogenisation / SIMP method / ESO method
© The Authors, published by EDP Sciences, 2025
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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