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Multidimensional parallelepiped model—a new type of non‐probabilistic convex model for structural uncertainty analysis
Author(s) -
Jiang C.,
Zhang Q. F.,
Han X.,
Liu J.,
Hu D. A.
Publication year - 2015
Publication title -
international journal for numerical methods in engineering
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 1.421
H-Index - 168
eISSN - 1097-0207
pISSN - 0029-5981
DOI - 10.1002/nme.4877
Subject(s) - parallelepiped , mathematics , probabilistic logic , affine transformation , statistical model , uncertainty analysis , regular polygon , boundary (topology) , mathematical optimization , algorithm , mathematical analysis , statistics , geometry
Summary 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 © 2015 John Wiley & Sons, Ltd.