顺应机制
非线性系统
虚拟工作
有限元法
流离失所(心理学)
拓扑优化
优化设计
拓扑(电路)
计算机科学
压力(语言学)
工作(物理)
理论(学习稳定性)
数学优化
控制理论(社会学)
数学
结构工程
工程类
机械工程
物理
控制(管理)
心理治疗师
心理学
人工智能
哲学
机器学习
组合数学
量子力学
语言学
作者
Quantian Luo,Liyong Tong
标识
DOI:10.1115/detc2018-85707
摘要
This paper presents optimal design for nonlinear compliant cellular structures with bi- and multi-stable states via topology optimization. Based on the principle of virtual work, formulations for displacements and forces are derived and expressed in terms of stress and strain in all load steps in nonlinear finite element analysis. Optimization for compliant structures with bi-stable states is then formulated as: 1) to maximize the displacement under specified force larger than its critical one; and 2) to minimize the reaction force for the prescribed displacement larger than its critical one. Algorithms are developed using the present formulations and the moving iso-surface threshold method. Optimal design for a unit cell with bi-stable states is studied first, and then designs of multi-stable compliant cellular structures are discussed.
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