Topology optimization of Reissner-Mindlin plates using multi-material discrete shear gap method

被引:11
|
作者
Nguyen, Minh-Ngoc [1 ]
Jung, Wonsik [1 ]
Shin, Soomi [2 ]
Kang, Joowon [3 ]
Lee, Dongkyu [2 ]
机构
[1] Sejong Univ, Dept Architectural Engn, Seoul 05006, South Korea
[2] Pusan Natl Univ, Res Inst Ind Technol, Busan 46241, South Korea
[3] Yeungnam Univ, Sch Architecture, 280 Daehak Ro, Gyongsan 38541, Gyeongbuk, South Korea
来源
STEEL AND COMPOSITE STRUCTURES | 2023年 / 47卷 / 03期
基金
新加坡国家研究基金会;
关键词
discrete shear gap method; multi-material; reduced integration method; Reissner-Mindlin plate; shear locking; topology optimization; FINITE-ELEMENT; VARIABLE THICKNESS; THIN-PLATE; DESIGN;
D O I
10.12989/scs.2023.47.3.365
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents a new scheme for constructing locking-free finite elements in thick and thin plates, called Discrete Shear Gap element (DSG), using multiphase material topology optimization for triangular elements of Reissner-Mindlin plates. Besides, common methods are also presented in this article, such as quadrilateral element (Q4) and reduced integration method. Moreover, when the plate gets too thin, the transverse shear-locking problem arises. To avoid that phenomenon, the stabilized discrete shear gap technique is utilized in the DSG3 system stiffness matrix formulation. The accuracy and efficiency of DSG are demonstrated by the numerical examples, and many superior properties are presented, such as being a strong competitor to the common kind of Q4 elements in the static topology optimization and its computed results are confirmed against those derived from the three-node triangular element, and other existing solutions.
引用
收藏
页码:365 / 374
页数:10
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