Multidimensional parallelepiped model-a new type of non-probabilistic convex model for structural uncertainty analysis

被引:113
|
作者
Jiang, C. [1 ]
Zhang, Q. F. [1 ]
Han, X. [1 ]
Liu, J. [1 ]
Hu, D. A. [1 ]
机构
[1] Hunan Univ, Coll Mech & Vehicle Engn, State Key Lab Adv Design & Mfg Vehicle Body, Changsha 410082, Hunan, Peoples R China
基金
美国国家科学基金会;
关键词
multidimensional parallelepiped model; convex model; interval analysis; ellipsoidal model; non-probabilistic uncertainty; parameter correlation; INTERVAL-ANALYSIS METHOD; OPTIMIZATION; RELIABILITY; PARAMETERS; DESIGN;
D O I
10.1002/nme.4877
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Non-probabilistic convex models need to be provided only the changing boundary of parameters rather than their exact probability distributions; thus, such models can be applied to uncertainty analysis of complex structures when experimental information is lacking. The interval and the ellipsoidal models are the two most commonly used modeling methods in the field of non-probabilistic convex modeling. However, the former can only deal with independent variables, while the latter can only deal with dependent variables. This paper presents a more general non-probabilistic convex model, the multidimensional parallelepiped model. This model can include the independent and dependent uncertain variables in a unified framework and can effectively deal with complex multi-source uncertainty' problems in which dependent variables and independent variables coexist. For any two parameters, the concepts of the correlation angle and the correlation coefficient are defined. Through the marginal intervals of all the parameters and also their correlation coefficients, a multidimensional parallelepiped can easily be built as the uncertainty domain for parameters. Through the introduction of affine coordinates, the parallelepiped model in the original parameter space is converted to an interval model in the affine space, thus greatly facilitating subsequent structural uncertainty analysis. The parallelepiped model is applied to structural uncertainty propagation analysis, and the response interval of the structure is obtained in the case of uncertain initial parameters. Finally, the method described in this paper was applied to several numerical examples. Copyright (c) 2015 John Wiley & Sons, Ltd.
引用
收藏
页码:31 / 59
页数:29
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