A New Method for Reliability-Based Sensitivity Analysis of Dynamic Random Systems

A novel numerical method for investigating time-dependent reliability and sensitivity issues of dynamic systems is proposed, which involves random structure parameters and is subjected to stochastic process excitation simultaneously. The Karhunen–Loeve (K-L) random process expansion method is used to express the excitation process in the form of a series of deterministic functions of time multiplied by independent zero-mean standard random quantities, and the discrete points are made to be the same as Legendre integration points. Then, the precise Gauss–Legendre integration is used to solve the oscillation differential functions. Considering the independent relationship of the structural random parameters and the parameters of random process, the time-varying moments of the response are evaluated by the point estimate method. Combining with the fourth-moment method theory of reliability analysis, the dynamic reliability response can be evaluated. The dynamic reliability curve is useful for getting the weakness time so as to avoid breakage. Reliability-based sensitivity analysis gives the importance sort of the distribution parameters, which is useful for increasing system reliability. The result obtained by the proposed method is accurate enough compared with that obtained by the Monte Carlo simulation (MCS) method.

[1]  G. Schuëller,et al.  Reliability Assessment of Uncertain Linear Systems in Structural Dynamics , 2011 .

[2]  W. Zhong,et al.  On precise integration method , 2004 .

[3]  Zhao-Hui Lu,et al.  Structural Reliability Analysis Including Correlated Random Variables Based on Third-Moment Transformation , 2017 .

[4]  G. Schuëller,et al.  Uncertain linear structural systems in dynamics: Efficient stochastic reliability assessment , 2010 .

[5]  Minghui Fu,et al.  Precise integration method for solving singular perturbation problems , 2010 .

[6]  Francis T.K. Au,et al.  Precise integration methods based on Lagrange piecewise interpolation polynomials , 2009 .

[7]  A. Naess,et al.  Efficient path integration methods for nonlinear dynamic systems , 2000 .

[8]  Sharif Rahman,et al.  Wiener-Hermite Polynomial Expansion for Multivariate Gaussian Probability Measures , 2017, 1704.07912.

[9]  Lei Wang,et al.  An effective approach for kinematic reliability analysis of steering mechanisms , 2018, Reliab. Eng. Syst. Saf..

[10]  I. Papaioannou,et al.  Numerical methods for the discretization of random fields by means of the Karhunen–Loève expansion , 2014 .

[11]  Zhen Hu,et al.  Mixed Efficient Global Optimization for Time-Dependent Reliability Analysis , 2015 .

[12]  Yaping Zhao,et al.  Reliability design and sensitivity analysis of cylindrical worm pairs , 2014 .

[13]  Sankaran Mahadevan,et al.  A Single-Loop Kriging Surrogate Modeling for Time-Dependent Reliability Analysis , 2016 .

[14]  Sondipon Adhikari,et al.  Sensitivity based reduced approaches for structural reliability analysis , 2010 .

[15]  S. Chakraborty,et al.  Reliability of linear structures with parameter uncertainty under non-stationary earthquake , 2006 .

[16]  Yimin Zhang Perturbation method for reliability-based sensitivity analysis , 2010, ICMIT: Mechatronics and Information Technology.

[17]  João Cardoso,et al.  Review and application of Artificial Neural Networks models in reliability analysis of steel structures , 2015 .

[18]  G. I. Schuëller,et al.  Excursion probabilities of non-linear systems , 2004 .

[19]  Y M Zhang,et al.  A points estimation and series approximation method for uncertainty analysis , 2009 .

[20]  Xufang Zhang,et al.  Numerical simulation of random fields with a high-order polynomial based Ritz–Galerkin approach , 2019, Probabilistic Engineering Mechanics.

[21]  C. Manohar,et al.  Improved Response Surface Method for Time-Variant Reliability Analysis of Nonlinear Random Structures Under Non-Stationary Excitations , 2004 .

[22]  C. S. Manohar,et al.  An improved response surface method for the determination of failure probability and importance measures , 2004 .

[23]  Helmut J. Pradlwarter,et al.  Non-stationary response of large linear FE models under stochastic loading , 2003 .

[24]  Yan-Gang Zhao,et al.  New Point Estimates for Probability Moments , 2000 .

[25]  Yan-Gang Zhao,et al.  Moment methods for structural reliability , 2001 .

[26]  Jianbing Chen,et al.  Dynamic response and reliability analysis of non-linear stochastic structures , 2005 .

[27]  Yimin Zhang,et al.  Reliability analysis of the traction unit of a shearer mechanism with response surface method , 2017 .

[28]  A. Naess,et al.  Response probability density functions of strongly non-linear systems by the path integration method , 2006 .

[29]  C. Manohar,et al.  Reliability analysis of randomly vibrating structures with parameter uncertainties , 2006 .

[30]  Jianyun Chen,et al.  Improved response surface method for anti-slide reliability analysis of gravity dam based on weighted regression , 2010 .

[31]  S. Rahman,et al.  Decomposition methods for structural reliability analysis , 2005 .

[32]  A Henriques,et al.  An innovative adaptive sparse response surface method for structural reliability analysis , 2018, Structural Safety.

[33]  Sharif Rahman,et al.  Decomposition methods for structural reliability analysis revisited , 2011 .

[34]  Manolis Papadrakakis,et al.  Reliability-based structural optimization using neural networks and Monte Carlo simulation , 2002 .

[35]  Liubin Yan,et al.  A numerical method of calculating first and second derivatives of dynamic response based on Gauss precise time step integration method , 2010 .