Topology optimization of structures using the generalized finite point method
Publish place: 9th International Congress on Civil Engineering
Publish Year: 1391
نوع سند: مقاله کنفرانسی
زبان: English
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شناسه ملی سند علمی:
ICCE09_762
تاریخ نمایه سازی: 7 مهر 1391
Abstract:
In this paper, the procedure of topology optimization of continuum structures is combined with a meshfree method known as the Generalized Finite Point Method (GFPM). A density approach is employed to find the optimal material distribution in a continuum domain. GFPM is used to perform the structural response analysis as well as the sensitivity analysis. The optimization problem is solved by using the Method of Moving Asymptotes (MMA) where the objective function is the compliance energy and nodal densities are used as design variables. Optimization procedure is based on a sequential refinement strategy for the discritized field of design variables. A numerical example is presented to illustrate the feasibility of the proposed approach. It is observed that this method prevents some numerical instabilities such as appearance of checkerboard patterns and mesh-dependence phenomena
Keywords:
Topology optimization , mesh-free , Method of Moving Asymptotes , checkerboard pattern , mesh-dependence
Authors
Nafiseh Niknejadi
M. Sc. student, Department of Civil Engineering, Isfahan University of Technology, Isfahan, Iran
Bijan Boroomand
Professor, Department of Civil Engineering, Isfahan University of Technology, Isfahan, Iran
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