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    Dynamic Response of Sandwich Shells of Revolution

    Source: Journal of Pressure Vessel Technology:;1990:;volume( 112 ):;issue: 001::page 98
    Author:
    A. V. Singh
    ,
    S. Mirza
    ,
    K. Gupgupoglu
    DOI: 10.1115/1.2928594
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Development of an annular finite element, for the linear elastic analysis of sandwich shells, is reported here. The derivation of stiffness and mass matrices is based on improved shell theory which takes into account the effects of rotary inertia and transverse shear deformation. Flexural rigidity of the faces is included in the formulation. The core of the sandwich shell is assumed to be incompressible in the radial direction. Numerical examples of spherical sandwich shells with two types of boundary conditions—(i) fixed and (ii) pinned along the outer periphery—have been presented. The results are generated for displacements and frequencies.
    keyword(s): Dynamic response , Shells , Stiffness , Elastic analysis , Frequency , Shear deformation , Rotational inertia , Finite element analysis AND Boundary-value problems ,
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      Dynamic Response of Sandwich Shells of Revolution

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/107438
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    contributor authorA. V. Singh
    contributor authorS. Mirza
    contributor authorK. Gupgupoglu
    date accessioned2017-05-08T23:33:33Z
    date available2017-05-08T23:33:33Z
    date copyrightFebruary, 1990
    date issued1990
    identifier issn0094-9930
    identifier otherJPVTAS-28317#98_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/107438
    description abstractDevelopment of an annular finite element, for the linear elastic analysis of sandwich shells, is reported here. The derivation of stiffness and mass matrices is based on improved shell theory which takes into account the effects of rotary inertia and transverse shear deformation. Flexural rigidity of the faces is included in the formulation. The core of the sandwich shell is assumed to be incompressible in the radial direction. Numerical examples of spherical sandwich shells with two types of boundary conditions—(i) fixed and (ii) pinned along the outer periphery—have been presented. The results are generated for displacements and frequencies.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleDynamic Response of Sandwich Shells of Revolution
    typeJournal Paper
    journal volume112
    journal issue1
    journal titleJournal of Pressure Vessel Technology
    identifier doi10.1115/1.2928594
    journal fristpage98
    journal lastpage104
    identifier eissn1528-8978
    keywordsDynamic response
    keywordsShells
    keywordsStiffness
    keywordsElastic analysis
    keywordsFrequency
    keywordsShear deformation
    keywordsRotational inertia
    keywordsFinite element analysis AND Boundary-value problems
    treeJournal of Pressure Vessel Technology:;1990:;volume( 112 ):;issue: 001
    contenttypeFulltext
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