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    Dynamic Shear Response of Rectangular Plates with Initial Imperfections

    Source: Journal of Mechanical Design:;1980:;volume( 102 ):;issue: 004::page 769
    Author:
    H. Pasic
    ,
    G. Herrmann
    DOI: 10.1115/1.3254820
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The paper presents an analysis of the elastic response of a simply supported, imperfect, rectangular plate subjected to an in-plane supercritical shear force, suddenly applied at one of the edges in the form of a square pulse. The influence of the initial plate irregularities on the overall response during both loading and postloading period is investigated. The averaged in-plane inertia forces are taken into account. The analysis is an extension of the studies of the response to in-plane normal forces of plates of infinite width and finite length given in [1], and of a finite plate given in [2]. The results indicate that the frequency spectra of free vibrations during the post-loading regime are controlled by the initial irregularities distribution, plate geometry and the load levels.
    keyword(s): Shear (Mechanics) , Plates (structures) , Force , Spectra (Spectroscopy) , Stress , Inertia (Mechanics) , Free vibrations AND Geometry ,
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      Dynamic Shear Response of Rectangular Plates with Initial Imperfections

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    http://yetl.yabesh.ir/yetl1/handle/yetl/93633
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    contributor authorH. Pasic
    contributor authorG. Herrmann
    date accessioned2017-05-08T23:09:24Z
    date available2017-05-08T23:09:24Z
    date copyrightOctober, 1980
    date issued1980
    identifier issn1050-0472
    identifier otherJMDEDB-27981#769_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/93633
    description abstractThe paper presents an analysis of the elastic response of a simply supported, imperfect, rectangular plate subjected to an in-plane supercritical shear force, suddenly applied at one of the edges in the form of a square pulse. The influence of the initial plate irregularities on the overall response during both loading and postloading period is investigated. The averaged in-plane inertia forces are taken into account. The analysis is an extension of the studies of the response to in-plane normal forces of plates of infinite width and finite length given in [1], and of a finite plate given in [2]. The results indicate that the frequency spectra of free vibrations during the post-loading regime are controlled by the initial irregularities distribution, plate geometry and the load levels.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleDynamic Shear Response of Rectangular Plates with Initial Imperfections
    typeJournal Paper
    journal volume102
    journal issue4
    journal titleJournal of Mechanical Design
    identifier doi10.1115/1.3254820
    journal fristpage769
    journal lastpage775
    identifier eissn1528-9001
    keywordsShear (Mechanics)
    keywordsPlates (structures)
    keywordsForce
    keywordsSpectra (Spectroscopy)
    keywordsStress
    keywordsInertia (Mechanics)
    keywordsFree vibrations AND Geometry
    treeJournal of Mechanical Design:;1980:;volume( 102 ):;issue: 004
    contenttypeFulltext
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