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Structural topological optimization with dynamic fatigue constraints subject to dynamic random loads

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成果类型:
期刊论文
作者:
Zhao, Lei;Xu, Bin*;Han, Yongsheng;Xue, Jingdan;Rong, Jianhua
通讯作者:
Xu, Bin
作者机构:
[Xu, Bin; Han, Yongsheng; Zhao, Lei; Xue, Jingdan] Northwestern Polytech Univ, Sch Mech Civil Engn & Architecture, Inst Struct Hlth Monitoring & Control, Xian 710072, Peoples R China.
[Rong, Jianhua] Changsha Univ Sci & Technol, Sch Automot & Mech Engn, Changsha 410076, Hunan, Peoples R China.
通讯机构:
[Xu, Bin] N
Northwestern Polytech Univ, Sch Mech Civil Engn & Architecture, Inst Struct Hlth Monitoring & Control, Xian 710072, Peoples R China.
语种:
英文
关键词:
Aggregation functions;Constraint-limit-variant method;Crossland's criterion;Dual theory;Dynamic fatigue failure constraints;Topology optimization
期刊:
Engineering Structures
ISSN:
0141-0296
年:
2020
卷:
205
页码:
110089
基金类别:
For the optimization problem (47), the objective function and constraint functions are implicit nonlinear functions of design variables. Referring to [26], [27], the original implicit objective function and constraint functions can be replaced by their approximate explicit functions. To solve the large-scale structural optimization, a gradient-based optimization algorithm, which relies on nonlinear but convex separable approximation function, is required, such as sequential convex programming
机构署名:
本校为其他机构
院系归属:
汽车与机械工程学院
摘要:
More attention has been attracted to engineering structural design on fatigue failure, while few works are devoted to topology optimizations considering dynamic fatigue failure under random vibrations. In this paper, a new layout optimization method is proposed to consider high-cycle dynamic fatigue constraints which are caused by periodic random dynamic loads. Being incorporated with the rational approximation for material properties (RAMP), the optimization model is built, where the objective function is the structural weight, and the dynamic...

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