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    Bifurcation of Orthotropic Solids

    Source: Journal of Applied Mechanics:;1996:;volume( 063 ):;issue: 002::page 317
    Author:
    G. deBotton
    ,
    K. Schulgasser
    DOI: 10.1115/1.2788866
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: We consider a large deformation plane-strain problem involving a compressible orthotropic solid subjected to uniaxial compressive loading along one of the principle directions which is aligned with the boundary of a half-space. An exact solution for the displacement field is obtained and a condition for the smallest compressive load corresponding to the onset of a surface instability is determined. It is shown that when the compression occurs along the stiffest direction this condition is expressible in terms of a cubic polynomial, and that the corresponding critical load is lower than the well-known estimate which determines the critical load to be equal to the inplane shear modulus.
    keyword(s): Bifurcation , Solids , Stress , Deformation , Compression , Displacement , Elastic half space , Plane strain , Polynomials AND Shear modulus ,
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      Bifurcation of Orthotropic Solids

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    https://yetl.yabesh.ir/yetl1/handle/yetl/116441
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    contributor authorG. deBotton
    contributor authorK. Schulgasser
    date accessioned2017-05-08T23:49:11Z
    date available2017-05-08T23:49:11Z
    date copyrightJune, 1996
    date issued1996
    identifier issn0021-8936
    identifier otherJAMCAV-26392#317_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/116441
    description abstractWe consider a large deformation plane-strain problem involving a compressible orthotropic solid subjected to uniaxial compressive loading along one of the principle directions which is aligned with the boundary of a half-space. An exact solution for the displacement field is obtained and a condition for the smallest compressive load corresponding to the onset of a surface instability is determined. It is shown that when the compression occurs along the stiffest direction this condition is expressible in terms of a cubic polynomial, and that the corresponding critical load is lower than the well-known estimate which determines the critical load to be equal to the inplane shear modulus.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleBifurcation of Orthotropic Solids
    typeJournal Paper
    journal volume63
    journal issue2
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.2788866
    journal fristpage317
    journal lastpage320
    identifier eissn1528-9036
    keywordsBifurcation
    keywordsSolids
    keywordsStress
    keywordsDeformation
    keywordsCompression
    keywordsDisplacement
    keywordsElastic half space
    keywordsPlane strain
    keywordsPolynomials AND Shear modulus
    treeJournal of Applied Mechanics:;1996:;volume( 063 ):;issue: 002
    contenttypeFulltext
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