Structural optimization based on meshless element free Galerkin and level set methods

被引:35
|
作者
Khan, Wajid [1 ]
Siraj-ul-Islam [1 ]
Ullah, Baseer [1 ]
机构
[1] Univ Engn & Technol, Fac Architecture Allied Sci & Humanities, Dept Basic Sci, Peshawar, Pakistan
关键词
Element free Galerkin method; Topology optimization; Moving least squares approximations; Level set method; Sensitivity analysis; TOPOLOGY OPTIMIZATION; BOUNDARY-ELEMENT; OPTIMAL-DESIGN; SHAPE; IMPLEMENTATION; DERIVATIVES; FRACTURE; MLPG;
D O I
10.1016/j.cma.2018.09.024
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This paper is concentrated on the shape and topology optimization of 2D linear elastic problems using meshless element free Galerkin (EFG) method combined with the level set method (LSM). In this procedure, a level set function (LSF) is used for the implicit representation of the structural geometry, and thus ensuring appropriate essential topological changes to obtain optimized structures. Both the methods (EFG and LSM) use the same Cartesian grid points. Shape and topological sensitivities are evaluated by the EFG method and the structural geometry is updated through LSM. The algorithm is tested on five different standardized structural topology optimization problems for minimum compliance, subject to the application of load at single and multiple points. The results obtained with the proposed method suggest efficiency, convergence, accuracy and good agreement of the simulated results with the optimal topologies reported in the literature. (C) 2018 Elsevier B.Y. All rights reserved.
引用
收藏
页码:144 / 163
页数:20
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