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contributor authorH. J. Petroski
contributor authorA. Verma
date accessioned2017-05-08T22:13:17Z
date available2017-05-08T22:13:17Z
date copyrightJuly 1985
date issued1985
identifier other%28asce%290733-9399%281985%29111%3A7%28839%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/74075
description abstractSimple analytical models and experiments are employed to demonstrate the structural response of a cantilever beam with a stable crack subjected to impact loading. The mode of plastic deformation is shown to depend very strongly upon the size and location of the crack; and the permanent damage suffered by a cracked beam is found to be significantly different in magnitude and character from that of a correspondingly‐loaded uncracked beam.
publisherAmerican Society of Civil Engineers
titlePlastic Response of Cantilevers with Stable Cracks
typeJournal Paper
journal volume111
journal issue7
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1985)111:7(839)
treeJournal of Engineering Mechanics:;1985:;Volume ( 111 ):;issue: 007
contenttypeFulltext


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