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Structural topology optimization in linear and nonlinear elasticity using a discontinuous Galerkin finite element method Cover

Structural topology optimization in linear and nonlinear elasticity using a discontinuous Galerkin finite element method

Control and Cybernetics
Volume 53 (2024): Issue 1 (March 2024)
By: Yixin Tan,  Lingkang Yan and  Shengfeng Zhu  
Open Access
|Jan 2025
Authors

Authors

Yixin Tan

52265500020@stu.ecnu.edu.cn

School of Mathematical Sciences, East China Normal University, China
Systems Research Institute, Warsaw, Poland

Lingkang Yan

51255500070@stu.ecnu.edu.cn

School of Mathematical Sciences, East China Normal University, China

Shengfeng Zhu

sfzhu@math.ecnu.edu.cn

School of Mathematical Sciences, East China Normal University, China
Key Laboratory of MEA (Ministry of Education) & Shanghai Key Laboratory of PMMP, East ChinaNormal University, China
DOI: https://doi.org/10.2478/candc-2024-0012 | Journal eISSN: 2720-4278 | Journal ISSN: 0324-8569
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Language: English
Page range: 283 - 315
Submitted on: Jun 1, 2024
Accepted on: Aug 1, 2024
Published on: Jan 17, 2025
Published by: Systems Research Institute Polish Academy of Sciences
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year
Keywords:
topology optimization,
level set method,
discontinuous Galerkin finite element method,
compliance,
compliant mechanism,
nonlinear elasticity
Related subjects:
Computer sciences,
Computer sciences, other,
Engineering,
Electrical engineering,
Fundamentals of electrical engineering,
Mechanical engineering,
Fundamentals of mechanical engineering,
Mathematics,
General mathematics

© 2025 Yixin Tan, Lingkang Yan, Shengfeng Zhu, published by Systems Research Institute Polish Academy of Sciences
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.

Volume 53 (2024): Issue 1 (March 2024)
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