Robust topology optimization under multiple independent unknown-but-bounded loads

被引:42
|
作者
Liu, JianTao [1 ]
Gea, Hae Chang [2 ]
机构
[1] Southwest Jiaotong Univ, Sch Mech Engn, Chengdu 610031, Sichuan, Peoples R China
[2] Rutgers State Univ, Dept Mech & Aerosp Engn, Piscataway, NJ 08854 USA
基金
中国国家自然科学基金;
关键词
Robust design; Design uncertainty; Topology optimization; Structural optimization; Worst case design; Unknown-but-bounded loadings; GEOMETRICALLY NONLINEAR STRUCTURES; TRUSS STRUCTURES; RELIABILITY-ANALYSIS; DESIGN OPTIMIZATION; CONVEX MODEL; INTERVAL; UNCERTAINTY;
D O I
10.1016/j.cma.2017.09.033
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The optimal designs obtained from the deterministic topology optimization without considering the loading uncertainties may become vulnerable, or even lead to catastrophic failures. A two-level optimization formulation is often used in the Robust Topology Optimization (RTO) under uncertain loads. Various approaches have been reported to identify the critical loads associated with the worst structure responses. Because Convex Model approaches apply convex approximations to the original non-convex model at the lower level, the optimal designs obtained by these methods are greatly dependent on the quality of the approximation. In this paper, a new formulation based on the Wolfe duality for the RTO problems with multiple independent unknown-but-bounded loads is proposed. Following the two-level formulation, the lower level optimization problem for the worst multiple independent uncertain loading case is transformed by the Wolfe duality. Both the first order necessary conditions and the second order sufficient conditions are derived rigorously to validate the solution optimality despite of the non-convexity associated with the lower level formulation. Numerical examples are also presented to demonstrate the proposed approach. (C) 2017 Elsevier B.V. All rights reserved.
引用
收藏
页码:464 / 479
页数:16
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