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contributor authorR. H. Plaut
date accessioned2017-05-08T23:06:09Z
date available2017-05-08T23:06:09Z
date copyrightJune, 1979
date issued1979
identifier issn0021-8936
identifier otherJAMCAV-26120#398_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/91802
description abstractIn Part 1, a theoretical stability analysis of continuous, elastic systems subjected to multiple independent loads was developed. Postbuckling behavior and imperfection-sensitivity were investigated. Three examples are presented here to illustrate the procedures and results of that study. The first example consists of a cantilever subjected to a pair of concentrated axial loads, one applied at the tip and the other at midspan. In the second example, involving nonconservative loading, an axial load and a follower load are applied at the tip of a cantilever. Finally, a shallow arch under three concentrated vertical loads is considered, in order to demonstrate a case with prebuckling deformations.
publisherThe American Society of Mechanical Engineers (ASME)
titlePostbuckling Analysis of Continuous, Elastic Systems Under Multiple Loads—Part 2: Applications
typeJournal Paper
journal volume46
journal issue2
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.3424562
journal fristpage398
journal lastpage403
identifier eissn1528-9036
keywordsStress
keywordsCantilevers
keywordsArches
keywordsStability AND Deformation
treeJournal of Applied Mechanics:;1979:;volume( 046 ):;issue: 002
contenttypeFulltext


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