Advanced Reliability Method for Fatigue Analysis
- 1 April 1984
- journal article
- Published by American Society of Civil Engineers (ASCE) in Journal of Engineering Mechanics
- Vol. 110 (4) , 536-553
- https://doi.org/10.1061/(asce)0733-9399(1984)110:4(536)
Abstract
When design factors are considered as random variables and the failure condition cannot be expressed by a closed form algebraic inequality, computations of risk (or probability of failure) may become extremely difficult or very inefficient. This study suggests using a simple and easily constructed second degree polynomial to approximate the complicated limit state in the neighborhood of the design point; a computer analysis relates the design variables at selected points. Then a fast probability integration technique (i.e., the Rackwitz‐Fiessler algorithm) can be used to estimate risk. The capability of the proposed method is demonstrated in an example of a low cycle fatigue problem for which a computer analysis is required to perform local strain analysis to relate the design variables. A comparison of the performance of this method is made with a far more costly Monte Carlo solution. Agreement of the proposed method with Monte Carlo is considered to be good.Keywords
This publication has 8 references indexed in Scilit:
- Structural reliability under combined random load sequencesPublished by Elsevier ,2003
- Structural Reliability Theory and Its ApplicationsPublished by Springer Nature ,1982
- Non-Normal Dependent Vectors in Structural SafetyJournal of the Engineering Mechanics Division, 1981
- Principle of Normal Tail ApproximationJournal of the Engineering Mechanics Division, 1981
- Development of a probability based load criterion for American National Standard A58Published by National Institute of Standards and Technology (NIST) ,1980
- Quadratic Limit States in Structural ReliabilityJournal of the Engineering Mechanics Division, 1979
- Exact and Invariant Second-Moment Code FormatJournal of the Engineering Mechanics Division, 1974
- An efficient method for finding the minimum of a function of several variables without calculating derivativesThe Computer Journal, 1964