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    Local Buckling of a Circular Interface Delamination Between a Layer and a Substrate With Finite Thickness

    Source: Journal of Applied Mechanics:;2000:;volume( 067 ):;issue: 003::page 590
    Author:
    R. Sburlati
    ,
    E. Madenci
    ,
    I. Guven
    DOI: 10.1115/1.1309547
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: An analytical study investigating the local buckling response of a circular delamination along the interface of an elastic layer and a dissimilar substrate with finite thickness is presented. The solution method utilizes the stability equations of linear theory of elasticity under axisymmetry conditions. In-plane loading and the presence of mixed boundary conditions on the bond-plane result in a homogeneous system of coupled singular integral equations of the second kind with Cauchy-type kernels. Numerical solution of these integral equations leads to the determination of local buckling stress and its sensitivity to geometric parameters and material properties. [S0021-8936(00)01503-8]
    keyword(s): Buckling , Thickness , Delamination , Stress , Equations , Integral equations , Boundary-value problems , Stability , Elasticity AND Materials properties ,
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      Local Buckling of a Circular Interface Delamination Between a Layer and a Substrate With Finite Thickness

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    http://yetl.yabesh.ir/yetl1/handle/yetl/123243
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    contributor authorR. Sburlati
    contributor authorE. Madenci
    contributor authorI. Guven
    date accessioned2017-05-09T00:01:42Z
    date available2017-05-09T00:01:42Z
    date copyrightSeptember, 2000
    date issued2000
    identifier issn0021-8936
    identifier otherJAMCAV-26157#590_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/123243
    description abstractAn analytical study investigating the local buckling response of a circular delamination along the interface of an elastic layer and a dissimilar substrate with finite thickness is presented. The solution method utilizes the stability equations of linear theory of elasticity under axisymmetry conditions. In-plane loading and the presence of mixed boundary conditions on the bond-plane result in a homogeneous system of coupled singular integral equations of the second kind with Cauchy-type kernels. Numerical solution of these integral equations leads to the determination of local buckling stress and its sensitivity to geometric parameters and material properties. [S0021-8936(00)01503-8]
    publisherThe American Society of Mechanical Engineers (ASME)
    titleLocal Buckling of a Circular Interface Delamination Between a Layer and a Substrate With Finite Thickness
    typeJournal Paper
    journal volume67
    journal issue3
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.1309547
    journal fristpage590
    journal lastpage596
    identifier eissn1528-9036
    keywordsBuckling
    keywordsThickness
    keywordsDelamination
    keywordsStress
    keywordsEquations
    keywordsIntegral equations
    keywordsBoundary-value problems
    keywordsStability
    keywordsElasticity AND Materials properties
    treeJournal of Applied Mechanics:;2000:;volume( 067 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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