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    Impulsive Loading of a Simply Supported Circular Rigid Plastic Plate

    Source: Journal of Applied Mechanics:;1968:;volume( 035 ):;issue: 001::page 59
    Author:
    Norman Jones
    DOI: 10.1115/1.3601174
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: It is clear from a survey of literature on the dynamic deformation of rigid-plastic plates that most work has been focused on plates in which either membrane forces or bending moments alone are considered important, while the combined effect of membrane forces and bending moments on the behavior of plates under static loads and beams under dynamic loads is fairly well established. This paper, therefore, is concerned with the behavior of circular plates loaded dynamically and with deflections in the range where both bending moments and membrane forces are important. A general theoretical procedure is developed from the equations for large deflections of plates and a simplified yield condition due to Hodge. The results obtained when solving the governing equations for the particular case of a simply supported circular plate loaded with a uniform impulsive velocity are found to compare favorably with the corresponding experimental values recorded by Florence.
    keyword(s): Force , Deformation , Stress , Plates (structures) , Deflection , Equations AND Membranes ,
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      Impulsive Loading of a Simply Supported Circular Rigid Plastic Plate

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    contributor authorNorman Jones
    date accessioned2017-05-09T00:04:52Z
    date available2017-05-09T00:04:52Z
    date copyrightMarch, 1968
    date issued1968
    identifier issn0021-8936
    identifier otherJAMCAV-25866#59_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/125212
    description abstractIt is clear from a survey of literature on the dynamic deformation of rigid-plastic plates that most work has been focused on plates in which either membrane forces or bending moments alone are considered important, while the combined effect of membrane forces and bending moments on the behavior of plates under static loads and beams under dynamic loads is fairly well established. This paper, therefore, is concerned with the behavior of circular plates loaded dynamically and with deflections in the range where both bending moments and membrane forces are important. A general theoretical procedure is developed from the equations for large deflections of plates and a simplified yield condition due to Hodge. The results obtained when solving the governing equations for the particular case of a simply supported circular plate loaded with a uniform impulsive velocity are found to compare favorably with the corresponding experimental values recorded by Florence.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleImpulsive Loading of a Simply Supported Circular Rigid Plastic Plate
    typeJournal Paper
    journal volume35
    journal issue1
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.3601174
    journal fristpage59
    journal lastpage65
    identifier eissn1528-9036
    keywordsForce
    keywordsDeformation
    keywordsStress
    keywordsPlates (structures)
    keywordsDeflection
    keywordsEquations AND Membranes
    treeJournal of Applied Mechanics:;1968:;volume( 035 ):;issue: 001
    contenttypeFulltext
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