Topology optimization with functionally graded multi-material for elastic buckling criteria

被引:13
|
作者
Nguyen, Minh-Ngoc [1 ]
Lee, Dongkyu [1 ]
Kang, Joowon [2 ]
Shin, Soomi [2 ]
机构
[1] Sejong Univ, Dept Architectural Engn, Seoul 05006, South Korea
[2] Yeungnam Univ, Sch Architecture, 280 Daehak Ro, Gyongsan 38541, Gyeongbuk, South Korea
来源
STEEL AND COMPOSITE STRUCTURES | 2023年 / 46卷 / 01期
基金
新加坡国家研究基金会;
关键词
buckling constraint; FGM; Jacobi scheme; multi-material; SIMP; topology optimization; VARIABLE THICKNESS; DESIGN; PLATE;
D O I
10.12989/scs.2023.46.1.033
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This research presents a multi-material topology optimization for functionally graded material (FGM) and non-FGM with elastic buckling criteria. The elastic buckling based multi-material topology optimization of functionally graded steels (FGSs) uses a Jacobi scheme and a Method of Moving Asymptotes (MMA) as an expansion to revise the design variables shown first. Moreover, mathematical expressions for modified interpolation materials in the buckling framework are also described in detail. A Solid Isotropic Material with Penalization (SIMP) as well as a modified penalizing material model is utilized. Based on this investigation on the buckling constraint with homogenization material properties, this method for determining optimal shape is presented under buckling constraint parameters with non-homogenization material properties. For optimal problems, minimizing structural compliance like as an objective function is related to a given material volume and a buckling load factor. In this study, conflicts between structural stiffness and stability which cause an unfavorable effect on the performance of existing optimization procedures are reduced. A few structural design features illustrate the effectiveness and adjustability of an approach and provide some ideas for further expansions.
引用
收藏
页码:33 / 51
页数:19
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