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    Large Elastic Deformation of Shear Deformable Shells of Revolution: Theory and Analysis

    Source: Journal of Applied Mechanics:;1987:;volume( 054 ):;issue: 003::page 578
    Author:
    L. A. Taber
    DOI: 10.1115/1.3173072
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Large axisymmetric deformation of pressurized shells of revolution is studied. The governing equations include the effects of transverse normal strain and transverse shear deformation for shells composed of an incompressible, hyperelastic material. Asymptotic solutions to the equations are developed which are valid for moderately large strains. Application to Mooney-Rivlin clamped spherical caps reveals that, for large enough bending and stretching, the consequences of shear deformation include: (1) bending moments can decrease at the edge after the load passes a critical point; (2) even thick shells can behave as membranes; (3) transition points can occur in the shell which divide regions of shell-like behavior from regions of membrane-like behavior.
    keyword(s): Shear (Mechanics) , Deformation , Shells , Equations , Membranes , Shear deformation AND Stress ,
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      Large Elastic Deformation of Shear Deformable Shells of Revolution: Theory and Analysis

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    http://yetl.yabesh.ir/yetl1/handle/yetl/102061
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    contributor authorL. A. Taber
    date accessioned2017-05-08T23:24:06Z
    date available2017-05-08T23:24:06Z
    date copyrightSeptember, 1987
    date issued1987
    identifier issn0021-8936
    identifier otherJAMCAV-26284#578_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/102061
    description abstractLarge axisymmetric deformation of pressurized shells of revolution is studied. The governing equations include the effects of transverse normal strain and transverse shear deformation for shells composed of an incompressible, hyperelastic material. Asymptotic solutions to the equations are developed which are valid for moderately large strains. Application to Mooney-Rivlin clamped spherical caps reveals that, for large enough bending and stretching, the consequences of shear deformation include: (1) bending moments can decrease at the edge after the load passes a critical point; (2) even thick shells can behave as membranes; (3) transition points can occur in the shell which divide regions of shell-like behavior from regions of membrane-like behavior.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleLarge Elastic Deformation of Shear Deformable Shells of Revolution: Theory and Analysis
    typeJournal Paper
    journal volume54
    journal issue3
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.3173072
    journal fristpage578
    journal lastpage584
    identifier eissn1528-9036
    keywordsShear (Mechanics)
    keywordsDeformation
    keywordsShells
    keywordsEquations
    keywordsMembranes
    keywordsShear deformation AND Stress
    treeJournal of Applied Mechanics:;1987:;volume( 054 ):;issue: 003
    contenttypeFulltext
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