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contributor authorYih‐Tsuen Wu
contributor authorPaul H. Wirsching
date accessioned2017-05-08T22:08:48Z
date available2017-05-08T22:08:48Z
date copyrightApril 1984
date issued1984
identifier other%28asce%290733-9399%281984%29110%3A4%28536%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/72286
description abstractWhen 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.
publisherAmerican Society of Civil Engineers
titleAdvanced Reliability Method for Fatigue Analysis
typeJournal Paper
journal volume110
journal issue4
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1984)110:4(536)
treeJournal of Engineering Mechanics:;1984:;Volume ( 110 ):;issue: 004
contenttypeFulltext


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