Reliability and Sensitivity Analysis of Mechanical Structures Based on Dimension Reduction Method

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Abstract:

This paper presents a method for probabilistic sensitivity analysis of mechanical components or structural systems subject to random uncertainties in loads, material properties and geometry. The bi-variate dimension reduction method is applied to compute the response moments and their sensitivities with respect to the distribution parameters of basic random variables. Saddlepoint approximations with truncated cumulant generating functions are employed to estimate the probability density functions and cumulative distribution functions of the random responses. The rigorous analytic derivation of the sensitivities of the probability of failure of the systems under consideration with respect to the distribution parameters of basic random variables is derived. Finally, the practicality and efficiency of the proposed method are demonstrated by an application example.

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411-416

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September 2014

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] Butler RW. Saddlepoint approximations with applications. Cambridge University Press, (2007).

Google Scholar

[2] Chen Weidong, Li Jiancao. Advanced equivalent plane method for structural system reliability. Chinese Journal of Theoretical and Applied Mechanics, 2012, 44(4); 797-801(in Chinese).

Google Scholar

[3] Song J, Kang WH. System reliability and sensitivity under statistical dependence by matrix-based system reliability method. Structural Safety, Volume 31(2), 2009, 148–156.

DOI: 10.1016/j.strusafe.2008.06.012

Google Scholar

[4] Ahammed M, Melchers RE. Gradient and parameter sensitivity estimation for systems evaluated using Monte Carlo analysis. Reliability Engineering & System Safety, Volume 91(5), 594–601.

DOI: 10.1016/j.ress.2005.04.005

Google Scholar

[5] Wu YT. Computational methods for efficient structural reliability and reliability sensitivity analysis. AIAA Journal , Volume 32(8), 1994, 1717–1723.

DOI: 10.2514/3.12164

Google Scholar

[6] Lu ZZ, Song SF, Yue ZF, et al. Reliability sensitivity method by line sampling. Structural Safety, Volume 30(6), 2008, 517–532.

DOI: 10.1016/j.strusafe.2007.10.001

Google Scholar