Show simple item record

contributor authorAshok Kumar
contributor authorDemir I. Karsan
date accessioned2017-05-08T20:53:40Z
date available2017-05-08T20:53:40Z
date copyrightMarch 1990
date issued1990
identifier other%28asce%290733-9445%281990%29116%3A3%28719%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/30804
description abstractAn exact general closed‐form approach to estimation of fatigue reliability of parallel systems, which represent a set of failure paths of structural systems, is presented. The parallel system considered here is completely general and comprises components that are of different strength and share unequal loads. The system failure is regarded as the sequential failure of its members. A general expression for the notional probability of fatigue failure of this system is developed using Wirsching's model of fatigue failure of the system nodes and by relating the compressed times to failure of nonfailed nodes following failure of some of the nodes in the system to their nominal times to failure corresponding to the state when all system members are intact. The general expression is first validated by comparison to a known parallel system in which system members are of equal strength and share equal loads, and then employed to estimate the failure probability of another system in which the system components are of unequal strength.
publisherAmerican Society of Civil Engineers
titleFatigue Reliability of Parallel Systems
typeJournal Paper
journal volume116
journal issue3
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1990)116:3(719)
treeJournal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 003
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record