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contributor authorB. Wang
contributor authorS. R. Reid
date accessioned2017-05-08T22:37:41Z
date available2017-05-08T22:37:41Z
date copyrightAugust 1995
date issued1995
identifier other%28asce%290733-9399%281995%29121%3A8%28888%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84281
description abstractIn a companion paper, the effects of large deflections were evaluated for plastic deformation of a cantilever beam under a transverse force pulse applied at its tip. Here, the effect of material elasticity is introduced in addition to the large deflections through a simple model. The beam is assumed to be rigid and perfectly-plastic, but instead of the usual fully clamped constraint at its root, an elastic, perfectly-plastic rotational spring is incorporated there so that the beam-spring system has a certain capacity to store elastic energy. Compared with the rigid, perfectly-plastic model, the present beam-spring model shows differences in the initial plastic hinge position and in the minimum magnitude of the force needed to produce plastic collapse. It is also shown that a range of different responses may occur as the remaining plastic hinge travels along the beam segment toward the root, rather than the unique response mode in the rigid, perfectly-plastic analysis.
publisherAmerican Society of Civil Engineers
titleLarge-Deflection Analysis of Whipping Pipes. II: Rigid, Perfectly-Plastic Beam Model with Elastic Root Spring
typeJournal Paper
journal volume121
journal issue8
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1995)121:8(888)
treeJournal of Engineering Mechanics:;1995:;Volume ( 121 ):;issue: 008
contenttypeFulltext


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