TY - JOUR
T1 - Concurrent topology optimization of composite macrostructure and microstructure under uncertain dynamic loads
AU - Cai, Jinhu
AU - Yang, Zhijie
AU - Wang, Chunjie
AU - Ding, Jianzhong
N1 - Publisher Copyright:
Copyright © 2022 Techno-Press, Ltd.
PY - 2022/2/10
Y1 - 2022/2/10
N2 - Multiscale structure has attracted significant interest due to its high stiffness/strength to weight ratios and multifunctional performance. However, most of the existing concurrent topology optimization works are carried out under deterministic load conditions. Hence, this paper proposes a robust concurrent topology optimization method based on the bidirectional evolutionary structural optimization (BESO) method for the design of structures composed of periodic microstructures subjected to uncertain dynamic loads. The robust objective function is defined as the weighted sum of the mean and standard deviation of the module of dynamic structural compliance with constraints are imposed to both macro- and microscale structure volume fractions. The polynomial chaos expansion (PCE) method is used to quantify and propagate load uncertainty to evaluate the objective function. The effective properties of microstructure is evaluated by the numerical homogenization method. To release the computation burden, the decoupled sensitivity analysis method is proposed for microscale design variables. The proposed method is a non-intrusive method, and it can be conveniently extended to many topology optimization problems with other distributions. Several numerical examples are used to validate the effectiveness of the proposed robust concurrent topology optimization method.
AB - Multiscale structure has attracted significant interest due to its high stiffness/strength to weight ratios and multifunctional performance. However, most of the existing concurrent topology optimization works are carried out under deterministic load conditions. Hence, this paper proposes a robust concurrent topology optimization method based on the bidirectional evolutionary structural optimization (BESO) method for the design of structures composed of periodic microstructures subjected to uncertain dynamic loads. The robust objective function is defined as the weighted sum of the mean and standard deviation of the module of dynamic structural compliance with constraints are imposed to both macro- and microscale structure volume fractions. The polynomial chaos expansion (PCE) method is used to quantify and propagate load uncertainty to evaluate the objective function. The effective properties of microstructure is evaluated by the numerical homogenization method. To release the computation burden, the decoupled sensitivity analysis method is proposed for microscale design variables. The proposed method is a non-intrusive method, and it can be conveniently extended to many topology optimization problems with other distributions. Several numerical examples are used to validate the effectiveness of the proposed robust concurrent topology optimization method.
KW - Bi-directional evolutionary structural optimization method
KW - Homogenization method
KW - Load uncertainty
KW - Polynomial chaos expansion method
KW - Robust concurrent topology optimization
UR - https://www.scopus.com/pages/publications/85129189273
U2 - 10.12989/sem.2022.81.3.267
DO - 10.12989/sem.2022.81.3.267
M3 - 文章
AN - SCOPUS:85129189273
SN - 1225-4568
VL - 81
SP - 267
EP - 280
JO - Structural Engineering and Mechanics
JF - Structural Engineering and Mechanics
IS - 3
ER -