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    Nonlinear Response of Elastic Plates to Pulse Excitations

    Source: Journal of Applied Mechanics:;1968:;volume( 035 ):;issue: 001::page 47
    Author:
    H. F. Bauer
    DOI: 10.1115/1.3601172
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Approximate solutions are given for the nonlinear bending response of thin plates of rectangular and circular geometry subjected to various boundary conditions such as simply supported and clamped-in edges. The investigation of the response of the plates has been restricted to two particular pulses, the step function and the exponentially decaying pulse, of which the latter can be used for an adequate description of a blast load on the plate. Proper transformation of the dependent time function, such that the additional transforming function will be a solution of the linear system disturbed by the same pulse function, will bring the time differential equation into a form so that Lighthill’s extension of Poincaré’s perturbation method can be employed for the solution of the problem.
    keyword(s): Elastic plates , Plates (structures) , Boundary-value problems , Blast effect , Differential equations , Geometry AND Linear systems ,
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      Nonlinear Response of Elastic Plates to Pulse Excitations

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    http://yetl.yabesh.ir/yetl1/handle/yetl/125190
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    contributor authorH. F. Bauer
    date accessioned2017-05-09T00:04:49Z
    date available2017-05-09T00:04:49Z
    date copyrightMarch, 1968
    date issued1968
    identifier issn0021-8936
    identifier otherJAMCAV-25866#47_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/125190
    description abstractApproximate solutions are given for the nonlinear bending response of thin plates of rectangular and circular geometry subjected to various boundary conditions such as simply supported and clamped-in edges. The investigation of the response of the plates has been restricted to two particular pulses, the step function and the exponentially decaying pulse, of which the latter can be used for an adequate description of a blast load on the plate. Proper transformation of the dependent time function, such that the additional transforming function will be a solution of the linear system disturbed by the same pulse function, will bring the time differential equation into a form so that Lighthill’s extension of Poincaré’s perturbation method can be employed for the solution of the problem.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleNonlinear Response of Elastic Plates to Pulse Excitations
    typeJournal Paper
    journal volume35
    journal issue1
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.3601172
    journal fristpage47
    journal lastpage52
    identifier eissn1528-9036
    keywordsElastic plates
    keywordsPlates (structures)
    keywordsBoundary-value problems
    keywordsBlast effect
    keywordsDifferential equations
    keywordsGeometry AND Linear systems
    treeJournal of Applied Mechanics:;1968:;volume( 035 ):;issue: 001
    contenttypeFulltext
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