Non-probabilistic uncertainty quantification and response analysis of structures with a bounded field model

A general framework for quantifying bounded field uncertainties in loading conditions, material properties and geometrical dimensions is developed in this study. By using a non-probabilistic series expansion (NPSE) method similar as the Expansion Optimal Linear Estimator (EOLE), the bounded field un...

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Vydáno v:Computer methods in applied mechanics and engineering Ročník 347; s. 663 - 678
Hlavní autoři: Luo, Yangjun, Zhan, Junjie, Xing, Jian, Kang, Zhan
Médium: Journal Article
Jazyk:angličtina
Vydáno: Amsterdam Elsevier B.V 15.04.2019
Elsevier BV
Témata:
Algorithms
Bounded field model
Lower bounds
Material properties
Mathematical models
Mathematical programming
Non-probabilistic uncertainty
Probabilistic methods
Sensitivity
Sensitivity analysis
Series expansion
Uncertainty
Uncertainty quantification
Uncertainty quantification
Non-probabilistic uncertainty
Bounded field model
Sensitivity
ISSN:0045-7825, 1879-2138
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Shrnutí:A general framework for quantifying bounded field uncertainties in loading conditions, material properties and geometrical dimensions is developed in this study. By using a non-probabilistic series expansion (NPSE) method similar as the Expansion Optimal Linear Estimator (EOLE), the bounded field uncertainties with certain spatial correlation characteristic are modeled with a reduced set of uncertain-but-bounded coefficients. Further, it is shown that these coefficients are bounded by a multi-ellipsoid convex model. The gradient-based mathematical programming algorithm combined with an efficient adjoint variable sensitivity scheme is then employed to evaluate the upper and lower bounds of structural performance. The proposed method allows spatially varying uncertainties as well as their dependencies to be described in a non-probabilistic framework, which ensures the objectivity and accuracy of representations of bounded field uncertainties. Moreover, it provides an efficient way to evaluate the variation range of structural performance with a significant reduction of computational cost compared to direct treatments. Numerical examples regarding the performance bound evaluation of structures with bounded field uncertainties are presented to illustrate the validity and applicability of this method. •This study presents a new non-probabilistic framework for quantifying bounded field uncertainties in loading conditions, material properties and geometrical dimensions.•The bounded field uncertainties with certain spatial correlation characteristic are modeled with a reduced set of non-probabilistic series expansion (NPSE) coefficients.•It is shown that NPSE coefficients are bounded by a multi-ellipsoid convex model.•The upper and lower bounds of structural performance are obtained by the gradient-based algorithm combined with an efficient adjoint variable sensitivity scheme.
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ISSN:0045-7825
1879-2138
DOI:10.1016/j.cma.2018.12.043