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    Plastic Buckling of Simply Supported, Polygonal Mindlin Plates

    Source: Journal of Engineering Mechanics:;2004:;Volume ( 130 ):;issue: 001
    Author:
    C. M. Wang
    DOI: 10.1061/(ASCE)0733-9399(2004)130:1(117)
    Publisher: American Society of Civil Engineers
    Abstract: This paper is concerned with the plastic buckling of Mindlin plates of polygonal plan shape and whose straight edges are simply supported. The plates are subjected to a uniform in-plane compressive stress. Two well-known competing theories of plasticity are considered here: the incremental theory of plasticity (with the Prandtl–Reuss constitutive relations) and the deformation theory of plasticity (with the Hencky constitutive relation). Based on an analogy approach, the plastic buckling stresses of such Mindlin plates are expressed in terms of their corresponding elastic buckling stresses of Kirchhoff (classical thin) plates, albeit in a transcendental form. Using this buckling stress relationship and the readily available elastic buckling solutions, one may deduce the plastic buckling stresses of the corresponding Mindlin plates. Tabulated herein are some buckling stress factors for various polygonal shaped plates with material properties defined by the Ramberg–Osgood relation.
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      Plastic Buckling of Simply Supported, Polygonal Mindlin Plates

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    contributor authorC. M. Wang
    date accessioned2017-05-08T22:40:12Z
    date available2017-05-08T22:40:12Z
    date copyrightJanuary 2004
    date issued2004
    identifier other%28asce%290733-9399%282004%29130%3A1%28117%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/85808
    description abstractThis paper is concerned with the plastic buckling of Mindlin plates of polygonal plan shape and whose straight edges are simply supported. The plates are subjected to a uniform in-plane compressive stress. Two well-known competing theories of plasticity are considered here: the incremental theory of plasticity (with the Prandtl–Reuss constitutive relations) and the deformation theory of plasticity (with the Hencky constitutive relation). Based on an analogy approach, the plastic buckling stresses of such Mindlin plates are expressed in terms of their corresponding elastic buckling stresses of Kirchhoff (classical thin) plates, albeit in a transcendental form. Using this buckling stress relationship and the readily available elastic buckling solutions, one may deduce the plastic buckling stresses of the corresponding Mindlin plates. Tabulated herein are some buckling stress factors for various polygonal shaped plates with material properties defined by the Ramberg–Osgood relation.
    publisherAmerican Society of Civil Engineers
    titlePlastic Buckling of Simply Supported, Polygonal Mindlin Plates
    typeJournal Paper
    journal volume130
    journal issue1
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(2004)130:1(117)
    treeJournal of Engineering Mechanics:;2004:;Volume ( 130 ):;issue: 001
    contenttypeFulltext
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