STATIC AND TRANSIENT DYNAMIC NONLINEAR STRESS-ANALYSIS BY THE BOUNDARY-ELEMENT METHOD WITH IMPLICIT TECHNIQUES

被引：31
|
作者：
TELLES, JCF
CARRER, JAM
机构：
[1] COPPE, Universidade Federal do Rio de Janeiro, Programa de Engenhaira Civil, CEP: 21945-970 Rio de Janeiro
来源：
ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS | 1994年 / 14卷 / 01期
关键词：
IMPLICIT PROCEDURES; TRANSIENT DYNAMIC ANALYSIS; ELASTOPLASTICITY; INTEGRAL EQUATION;
D O I：
10.1016/0955-7997(94)90082-5
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
This paper is concerned with the application of implicit techniques to solve static and transient dynamic elastoplastic problems. The current formulation keeps the inertial domain integral, which appears due to the use of the static fundamental solution, leading to the discretization of the entire domain. The time-domain problem is solved by a direct integration method (Houbolt scheme). Illustrative examples are presented at the end of the paper.
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页码：65 / 74
页数：10
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