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Authors
Zhao, Lei
Li, Yongsheng
Cai, Jinhu
Yi, Jijun
Zhou, Quan
Rong, Jianhua
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Funding
Funding for this research was provided by:
National Natural Science Foundation of China (12102066, 12172065)
Natural Science Foundation of Hunan Province (2022JJ40465)
Open Fund of Key Laboratory of Safety Control of Bridge Engineering, Ministry of Education (21KB08)
Cooperation Research Project of China Construction Fifth Engineering Division Corp. LTD of China (2019RG088)
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Article History
Received: 19 January 2023
Revised: 18 January 2024
Accepted: 5 February 2024
First Online: 13 March 2024
Declarations
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: The authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper.
: The topology optimization model described in Sect. is implemented in Matlab. The details, such as material properties, loads, boundary conditions, constraints, and objectives, for the validation cases have been defined in Sect. . The numerical model of this paper can be obtained from the corresponding author with a reasonable request.
