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    Elastic Fields in a Polyhedral Inclusion With Uniform Eigenstrains and Related Problems

    Source: Journal of Applied Mechanics:;2001:;volume( 068 ):;issue: 003::page 441
    Author:
    H. Nozaki
    ,
    M. Taya
    DOI: 10.1115/1.1362670
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In this paper, the elastic field in an infinite elastic body containing a polyhedral inclusion with uniform eigenstrains is investigated. Exact solutions are obtained for the stress field in and around a fully general polyhedron, i.e., an arbitrary bounded region of three-dimensional space with a piecewise planner boundary. Numerical results are presented for the stress field and the strain energy for several major polyhedra and the effective stiffness of a composite with regular polyhedral inhomogeneities. It is found that the stresses at the center of a polyhedral inclusion with uniaxial eigenstrain do not coincide with those for a spherical inclusion (Eshelby’s solution) except for dodecahedron and icosahedron which belong to icosidodeca family, i.e., highly symmetrical structure.
    keyword(s): Composite materials , Stress , Tensors , Stiffness , Symmetry (Physics) AND Shapes ,
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      Elastic Fields in a Polyhedral Inclusion With Uniform Eigenstrains and Related Problems

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    http://yetl.yabesh.ir/yetl1/handle/yetl/124702
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    contributor authorH. Nozaki
    contributor authorM. Taya
    date accessioned2017-05-09T00:04:02Z
    date available2017-05-09T00:04:02Z
    date copyrightMay, 2001
    date issued2001
    identifier issn0021-8936
    identifier otherJAMCAV-26515#441_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/124702
    description abstractIn this paper, the elastic field in an infinite elastic body containing a polyhedral inclusion with uniform eigenstrains is investigated. Exact solutions are obtained for the stress field in and around a fully general polyhedron, i.e., an arbitrary bounded region of three-dimensional space with a piecewise planner boundary. Numerical results are presented for the stress field and the strain energy for several major polyhedra and the effective stiffness of a composite with regular polyhedral inhomogeneities. It is found that the stresses at the center of a polyhedral inclusion with uniaxial eigenstrain do not coincide with those for a spherical inclusion (Eshelby’s solution) except for dodecahedron and icosahedron which belong to icosidodeca family, i.e., highly symmetrical structure.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleElastic Fields in a Polyhedral Inclusion With Uniform Eigenstrains and Related Problems
    typeJournal Paper
    journal volume68
    journal issue3
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.1362670
    journal fristpage441
    journal lastpage452
    identifier eissn1528-9036
    keywordsComposite materials
    keywordsStress
    keywordsTensors
    keywordsStiffness
    keywordsSymmetry (Physics) AND Shapes
    treeJournal of Applied Mechanics:;2001:;volume( 068 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian