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    Postbuckling Analysis of Continuous, Elastic Systems Under Multiple Loads—Part 2: Applications

    Source: Journal of Applied Mechanics:;1979:;volume( 046 ):;issue: 002::page 398
    Author:
    R. H. Plaut
    DOI: 10.1115/1.3424562
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In 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.
    keyword(s): Stress , Cantilevers , Arches , Stability AND Deformation ,
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      Postbuckling Analysis of Continuous, Elastic Systems Under Multiple Loads—Part 2: Applications

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    http://yetl.yabesh.ir/yetl1/handle/yetl/91802
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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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    DSpace software copyright © 2002-2015  DuraSpace
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