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    Beam on Partially Yielded Foundation

    Source: Journal of Engineering Mechanics:;1988:;Volume ( 114 ):;issue: 002
    Author:
    Shoji E. Yamada
    DOI: 10.1061/(ASCE)0733-9399(1988)114:2(353)
    Publisher: American Society of Civil Engineers
    Abstract: A beam supported by an elastic/perfectly plastic foundation is considered for a particular case where a concentrated force and a moment are acting on one end of the beam. This analysis is broadly applicable for bonded‐joint cracking when a shear component of the force is absent. A closed‐form solution is derived by replacing the plastic zone by a uniformly distributed load. The solution agrees well with finite element analysis.
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      Beam on Partially Yielded Foundation

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    https://yetl.yabesh.ir/yetl1/handle/yetl/77930
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    contributor authorShoji E. Yamada
    date accessioned2017-05-08T22:20:01Z
    date available2017-05-08T22:20:01Z
    date copyrightFebruary 1988
    date issued1988
    identifier other%28asce%290733-9399%281988%29114%3A2%28353%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/77930
    description abstractA beam supported by an elastic/perfectly plastic foundation is considered for a particular case where a concentrated force and a moment are acting on one end of the beam. This analysis is broadly applicable for bonded‐joint cracking when a shear component of the force is absent. A closed‐form solution is derived by replacing the plastic zone by a uniformly distributed load. The solution agrees well with finite element analysis.
    publisherAmerican Society of Civil Engineers
    titleBeam on Partially Yielded Foundation
    typeJournal Paper
    journal volume114
    journal issue2
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1988)114:2(353)
    treeJournal of Engineering Mechanics:;1988:;Volume ( 114 ):;issue: 002
    contenttypeFulltext
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