超弹性材料
有限元法
离散化
连续介质力学
静态分析
动态问题
混合有限元法
光滑有限元法
相容性(地球化学)
应用数学
数学
计算机科学
机械
结构工程
数学优化
数学分析
工程类
边界节点法
物理
材料科学
复合材料
边界元法
作者
Klaus‐Jürgen Bathe,Ekkehard Ramm,Edward L. Wilson
标识
DOI:10.1002/nme.1620090207
摘要
Abstract Starting from continuum mechanics principles, finite element incremental formulations for non‐linear static and dynamic analysis are reviewed and derived. The aim in this paper is a consistent summary, comparison, and evaluation of the formulations which have been implemented in the search for the most effective procedure. The general formulations include large displacements, large strains and material non‐linearities. For specific static and dynamic analyses in this paper, elastic, hyperelastic (rubber‐like) and hypoelastic elastic‐plastic materials are considered. The numerical solution of the continuum mechanics equations is achieved using isoparametric finite element discretization. The specific matrices which need be calculated in the formulations are presented and discussed. To demonstrate the applicability and the important differences in the formulations, the solution of static and dynamic problems involving large displacements and large strains are presented.
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