System Reliability Evaluation Based on Stochastic Limit Analysis

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Abstract:

It is quite difficult to estimate system reliability of complex structures which involve lots of potential failure modes. A novel method for system reliability analysis of frame structure was proposed based on stochastic limit analysis. Stochastic limit load was firstly calculated based on the elastic modulus reduction method (EMRM) by taking the uncertainty of structural resistance into account. Once the limit state equation was established by the stochastic limit load, the system reliability index can be calculated by the first-order reliability method (FORM) efficiently. Numerical example illustrates the efficiency and accuracy of the proposed method by comparing with the traditional failure mode analysis approaches.

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1144-1147

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December 2012

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] L.F. Yang, B. Yu, J.W. Ju, System reliability analysis of spatial variance frames based on random field and stochastic elastic modulus reduction method. Acta Mech. 223(1) (2012) 109-124.

DOI: 10.1007/s00707-011-0546-3

Google Scholar

[2] F. Moses, System reliability developments in structural engineering. Struct. Saf. 1(1) (1982) 3-13.

Google Scholar

[3] P. Thoft-Christensen, Consequence modified b-unzipping of plastic structures. Struct. Saf. 7(2-4) (1990) 191-198.

DOI: 10.1016/0167-4730(90)90068-z

Google Scholar

[4] P. Thoft-Christensen, J. Dalsgård Sørensen, Reliability of structural systems with correlated elements. Appl. Math. Model. 6(3) (1982) 171-178.

DOI: 10.1016/0307-904x(82)90006-3

Google Scholar

[5] A.H.S. Ang, H.F. Ma, On the reliability analysis of framed structures. Proc. ASCE Specialty Conf. on Probabilistic Mechanics and Structural Reliability, Tucson, (1979) 106-111.

Google Scholar

[6] G.L. Greig, An assessment of high order bounds for structural reliability. Struct. Saf. 11(3-4)(1992) 213-225.

Google Scholar

[7] B. Yu, L.F. Yang, Elastic modulus reduction method for limit analysis of thin plate and shell structures. Thin Wall. Struct. 48(2010) 291-298.

DOI: 10.1016/j.tws.2009.12.004

Google Scholar

[8] C.A. Cornell, Bounds on the reliability of structural systems. J. Struct. Div. 93(1) (1967) 171-200.

Google Scholar

[9] O. Ditlevsen, Narrow reliability bounds for structural systems. Mech. Based Des. Struc. 7(4) (1979) 453-472.

Google Scholar

[10] O. Ditlevsen, System reliability bounding by conditioning. J. Eng. Mech. 108(5) (1982) 708-716.

Google Scholar