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    Dynamics of Flexible Beams and Plates in Large Overall Motions

    Source: Journal of Applied Mechanics:;1992:;volume( 059 ):;issue: 004::page 991
    Author:
    Z. E. Boutaghou
    ,
    Arthur G. Erdman
    ,
    Henryk K. Stolarski
    DOI: 10.1115/1.2894071
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The dynamic response of flexible beams, plates, and solids undergoing arbitrary spatial motions are systematically derived via a proposed approach. This formulation is capable of incorporating arbitrary representation of the kinematics of deformation, phenomenon of dynamic stiffening, and complete nonlinear interaction between elastic and rigid-body dynamics encountered in constrained multibody systems. It is shown that the present theory captures the phenomenon of dynamic stiffening due to the transfer of the axial and membrane forces to the bending equations of beams and plates, respectively. Examples are presented to illustrate the proposed formulations.
    keyword(s): Dynamics (Mechanics) , Motion , Plates (structures) , Dynamic response , Equations , Membranes , Multibody systems , Force , Deformation , Solids AND Kinematics ,
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      Dynamics of Flexible Beams and Plates in Large Overall Motions

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    http://yetl.yabesh.ir/yetl1/handle/yetl/109637
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    contributor authorZ. E. Boutaghou
    contributor authorArthur G. Erdman
    contributor authorHenryk K. Stolarski
    date accessioned2017-05-08T23:37:22Z
    date available2017-05-08T23:37:22Z
    date copyrightDecember, 1992
    date issued1992
    identifier issn0021-8936
    identifier otherJAMCAV-26345#991_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/109637
    description abstractThe dynamic response of flexible beams, plates, and solids undergoing arbitrary spatial motions are systematically derived via a proposed approach. This formulation is capable of incorporating arbitrary representation of the kinematics of deformation, phenomenon of dynamic stiffening, and complete nonlinear interaction between elastic and rigid-body dynamics encountered in constrained multibody systems. It is shown that the present theory captures the phenomenon of dynamic stiffening due to the transfer of the axial and membrane forces to the bending equations of beams and plates, respectively. Examples are presented to illustrate the proposed formulations.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleDynamics of Flexible Beams and Plates in Large Overall Motions
    typeJournal Paper
    journal volume59
    journal issue4
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.2894071
    journal fristpage991
    journal lastpage999
    identifier eissn1528-9036
    keywordsDynamics (Mechanics)
    keywordsMotion
    keywordsPlates (structures)
    keywordsDynamic response
    keywordsEquations
    keywordsMembranes
    keywordsMultibody systems
    keywordsForce
    keywordsDeformation
    keywordsSolids AND Kinematics
    treeJournal of Applied Mechanics:;1992:;volume( 059 ):;issue: 004
    contenttypeFulltext
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