ON STOCHASTIC FINITE-ELEMENTS FOR STRUCTURAL-ANALYSIS

被引：38

作者：

ARAUJO, JM ^{[1
]}

AWRUCH, AM ^{[1
]}

机构：

[1] UFRGS,GRAD PROGRAM CIVIL ENGN,PORTO ALEGRE,RS,BRAZIL

来源：

COMPUTERS & STRUCTURES | 1994年 / 52卷 / 03期

关键词：

D O I：

10.1016/0045-7949(94)90231-3

中图分类号：

TP39 [计算机的应用];

学科分类号：

081203 ; 0835 ;

摘要：

This paper considers the stochastic finite element analysis of structures resulting from random spatial variability of material properties, when they are subjected to loads of deterministic nature. Direct Monte Carlo simulation, Monte Carlo with Neumann expansion of the stiffness matrix and Taylor series expansion combined with the classical finite element approach are applied and compared with respect to accuracy and computational efficiency. Dynamic and non-linear problems are also included.

引用

页码：461 / 469

页数：9

共 13 条

[1]

BAECHER GB, 1981, J GEOTECH ENG-ASCE, V107, P449

[2] EIGENVALUE PROBLEM FOR STRUCTURAL SYSTEMS WITH STATISTICAL PROPERTIES [J].