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    A Consistent Higher-Order Theory of Laminated Plates with Nonlinear Impact Modal Analysis

    Source: Journal of Vibration and Acoustics:;1994:;volume( 116 ):;issue: 003::page 371
    Author:
    C. C. Chao
    ,
    T. P. Tung
    ,
    C. C. Sheu
    ,
    J. H. Tseng
    DOI: 10.1115/1.2930438
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A consistent higher-order theory is developed for cross-ply laminated thick plates under transverse normal impact via an energy variational approach, in which the 3-D surface/edge boundary conditions and interlaminar displacement/stress continuities are satisfied, in an attempt to find the dynamic deformation and all six stress components throughout the plate during the impact process. The dynamic displacement field is expressed in a mixed form of in-plane double Fourier series and cubic polynomials through thickness as 12 variables for each layer. A system of modified Lagrange’s equations is derived with all surface and interface constraints included. The nonlinear impact modal analysis is performed using the Hertz contact law in a patch loading simulation and Green’s function for small time-steps linearization. The 3-D displacements are found with thickness shrinking and stresses generally unsymmetric with respect to the mid-surface. Tensile cracks are predicted at the unimpacted side.
    keyword(s): Plates (structures) , Stress , Displacement , Thickness , Boundary-value problems , Equations , Fourier series , Polynomials , Fracture (Materials) , Shrinkage (Materials) , Deformation AND Simulation ,
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      A Consistent Higher-Order Theory of Laminated Plates with Nonlinear Impact Modal Analysis

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/114649
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    contributor authorC. C. Chao
    contributor authorT. P. Tung
    contributor authorC. C. Sheu
    contributor authorJ. H. Tseng
    date accessioned2017-05-08T23:46:02Z
    date available2017-05-08T23:46:02Z
    date copyrightJuly, 1994
    date issued1994
    identifier issn1048-9002
    identifier otherJVACEK-28815#371_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/114649
    description abstractA consistent higher-order theory is developed for cross-ply laminated thick plates under transverse normal impact via an energy variational approach, in which the 3-D surface/edge boundary conditions and interlaminar displacement/stress continuities are satisfied, in an attempt to find the dynamic deformation and all six stress components throughout the plate during the impact process. The dynamic displacement field is expressed in a mixed form of in-plane double Fourier series and cubic polynomials through thickness as 12 variables for each layer. A system of modified Lagrange’s equations is derived with all surface and interface constraints included. The nonlinear impact modal analysis is performed using the Hertz contact law in a patch loading simulation and Green’s function for small time-steps linearization. The 3-D displacements are found with thickness shrinking and stresses generally unsymmetric with respect to the mid-surface. Tensile cracks are predicted at the unimpacted side.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleA Consistent Higher-Order Theory of Laminated Plates with Nonlinear Impact Modal Analysis
    typeJournal Paper
    journal volume116
    journal issue3
    journal titleJournal of Vibration and Acoustics
    identifier doi10.1115/1.2930438
    journal fristpage371
    journal lastpage378
    identifier eissn1528-8927
    keywordsPlates (structures)
    keywordsStress
    keywordsDisplacement
    keywordsThickness
    keywordsBoundary-value problems
    keywordsEquations
    keywordsFourier series
    keywordsPolynomials
    keywordsFracture (Materials)
    keywordsShrinkage (Materials)
    keywordsDeformation AND Simulation
    treeJournal of Vibration and Acoustics:;1994:;volume( 116 ):;issue: 003
    contenttypeFulltext
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