Reliability analysis of single-degree-of-freedom elastoplastic systems. I: Critical excitations

Siu Kui Au*, Heung Fai Lam, Ching Tai Ng

*Corresponding author for this work

Research output: Contribution to journalArticlepeer-review

11 Citations (Scopus)

Abstract

This paper investigates the application of importance sampling method to estimating the first passage probability of single-degree-of-freedom elastoplastic systems subjected to white noise excitations. The importance sampling density is constructed using a conventional choice as a weighted sum of Gaussian distributions centered among design points. It is well known that the design points, or equivalently the critical excitations in the function space, are difficult to obtain for nonlinear hysteretic systems. An efficient method has been developed recently for finding the critical excitations, on which this paper is based. Characteristics of the critical excitation for elastoplastic systems are explored and the efficiency of the resulting importance sampling strategy is critically assessed. It is found that some efficiency is gained by importance sampling over direct Monte Carlo method but to a lesser extent compared to its linear-elastic counterparts. The cause of this drop in efficiency will be investigated. The study calls for revisiting a basic assumption of importance sampling densities constructed using design points, where they are expected to generate samples lying frequently in the failure region, but in reality their capability should not be taken for granted. A companion paper investigates the approximation of the critical excitation that allows its simple determination.

Original languageEnglish
Pages (from-to)1072-1080
Number of pages9
JournalJournal of Engineering Mechanics - ASCE
Volume133
Issue number10
DOIs
Publication statusPublished - Oct 2007
Externally publishedYes

ASJC Scopus Subject Areas

  • Mechanics of Materials
  • Mechanical Engineering

Keywords

  • Critical load
  • Elastoplasticity
  • Monte Carlo method
  • Noise excitation
  • Structural reliability
  • Vibration

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