Adaptive finite element analysis of structures subjected to transient dynamic loads using time marching scheme

被引：3

作者：

Dutta, A ^{[1
]}

机构：

[1] Indian Inst Technol, Dept Civil Engn, Gauhati 781039, India

来源：

COMPUTERS & STRUCTURES | 2002年 / 80卷 / 27-30期

关键词：

finite element; transient dynamic; discretization; error; refinement adaptivity;

D O I：

10.1016/S0045-7949(02)00266-3

中图分类号：

TP39 [计算机的应用];

学科分类号：

081203 ; 0835 ;

摘要：

Presents a method of obtaining accurate response using the finite element analysis for linear elastodynamic problems under transient dynamic loading. The accuracy obtained would depend on the discretization of both space and time. An integrated method is presented where both space and time discretization errors are evaluated and iteratively converges to a solution of desired accuracy through adaptive refinement. In this paper, it is proposed to solve the response using Newmark-beta method. A numbers of examples are solved to demonstrate the effectiveness of the procedure. (C) 2002 Civil-Comp Ltd. and Elsevier Science Ltd. All rights reserved.

引用

页码：2313 / 2319

页数：7

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