Non-stochastic interval factor method-based FEA for structural stress responses with uncertainty

被引:3
|
作者
Lee, Dongkyu [1 ]
Shin, Soomi [2 ]
机构
[1] Sejong Univ, Dept Architectural Engn, Seoul 143747, South Korea
[2] Pusan Natl Univ, Res Inst Ind Technol, Busan 609735, South Korea
基金
新加坡国家研究基金会;
关键词
interval parameters; interval factor method; interval finite element analysis; structural behavior; uncertainty; non-stochastic; NEUMANN SERIES;
D O I
10.12989/sem.2017.62.6.703
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The goal of this study is to evaluate behavior uncertainties of structures by using interval finite element analysis based on interval factor method as a specific non-stochastic tool. The interval finite element method, i.e., interval FEM, is a finite element method that uses interval parameters in situations where it is not possible to get reliable probabilistic characteristics of the structure. The present method solves the uncertainty problems of a 2D solid structure, in which structural characteristics are assumed to be represented as interval parameters. An interval analysis method using interval factors is applied to obtain the solution. Numerical applications verify the intuitive effectiveness of the present method to investigate structural uncertainties such as displacement and stress without the application of probability theory.
引用
收藏
页码:703 / 708
页数:6
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