This research presents a multi-material topology optimization for functionally graded material (FGM) and nonFGM 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.
Minh-Ngoc Nguyen:Department of Architectural Engineering, Sejong University, Seoul, 05006, Republic of Korea
Dongkyu Lee:Research Institute of Industrial Technology, Pusan National University, Busan, 46241, Republic of Korea
Joowon Kang and Soomi Shin:School of Architecture, Yeungnam University, 280 Daehak-Ro, Gyeongsan, Gyeongbuk 38541, Republic of Korea
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