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contributor authorP. K. Das
contributor authorD. C. Chandler
contributor authorB. K. Foster
date accessioned2017-05-09T01:36:26Z
date available2017-05-09T01:36:26Z
date copyrightJuly, 1973
date issued1973
identifier issn0094-4289
identifier otherJEMTA8-26833#161_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/163816
description abstractThe major difficulty in applying high strain fatigue data to technological problems lies not in the fatigue aspect per se but in the prediction of the cyclic strain amplitudes. In this paper they are postulated for the cyclic bending of beams using large deflection theory and taking into account the changing stress-strain relationships which occur as cycling progresses. These theories have been tested using beams of rectangular cross section made of three different materials: mild steel, stainless steel, and an aluminum alloy. Good correlation has verified their applicability.
publisherThe American Society of Mechanical Engineers (ASME)
titleThe Plastic Bending of Beams and Their Failure by Low Cycle Fatigue
typeJournal Paper
journal volume95
journal issue3
journal titleJournal of Engineering Materials and Technology
identifier doi10.1115/1.3443144
journal fristpage161
journal lastpage169
identifier eissn1528-8889
keywordsFatigue
keywordsSteel
keywordsAluminum alloys
keywordsStress-strain relations
keywordsDeflection
keywordsFailure
keywordsLow cycle fatigue AND Stainless steel
treeJournal of Engineering Materials and Technology:;1973:;volume( 095 ):;issue: 003
contenttypeFulltext


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