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contributor authorP. H. Wirsching
contributor authorA. Mohsen Shehata
date accessioned2017-05-08T23:02:53Z
date available2017-05-08T23:02:53Z
date copyrightJuly, 1977
date issued1977
identifier issn0094-4289
identifier otherJEMTA8-26855#205_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/89888
description abstractA fatigue design procedure is proposed for the structural elements subjected to a stress process, modeled as stationary wide-band gaussian. This procedure, restricted to high cycle fatigue design, uses available constant amplitude material fatigue data and a modified, probability based, Palmgren-Miner (PM) rule. Statistical uncertainty in fatigue behavior and nonstatistical uncertainty in the PM rule are implicitly accounted for by treating the PM index at failure as a random variable. The rain flow method of counting stress cycles is used. The fatigue design algorithm requires only that the RMS and irregularity factor of the stress process be specified in addition to the constant amplitude S-N curve for the material.
publisherThe American Society of Mechanical Engineers (ASME)
titleFatigue Under Wide Band Random Stresses Using the Rain-Flow Method
typeJournal Paper
journal volume99
journal issue3
journal titleJournal of Engineering Materials and Technology
identifier doi10.1115/1.3443520
journal fristpage205
journal lastpage211
identifier eissn1528-8889
keywordsFlow (Dynamics)
keywordsFatigue
keywordsStress
keywordsFatigue design
keywordsCycles
keywordsUncertainty
keywordsFailure
keywordsProbability
keywordsAlgorithms AND Structural elements (Construction)
treeJournal of Engineering Materials and Technology:;1977:;volume( 099 ):;issue: 003
contenttypeFulltext


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