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    Stress Analysis of Mitred Bends by Ring Elements

    Source: Journal of Pressure Vessel Technology:;1984:;volume( 106 ):;issue: 001::page 54
    Author:
    O. Watanabe
    ,
    H. Ohtsubo
    DOI: 10.1115/1.3264309
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This paper proposes a ring element for the stress analysis of mitred bends, which is an extension of ring elements for pipe bends proposed by the present authors. Since accurate treatments of continuity conditions on the connecting lines between straight pipe segments are employed and strain-displacement relations derived from the general thin shell theory with shear strains are considered, the present method can be applied to problems of mitred bends of complex configurations under general loading conditions. Shape functions are developed by trigonometric functions and Hermitian polynomials of second order in the circumferential and longitudinal directions, respectively. This finite element method requires fewer number of degrees of freedom for the same accuracy than the conventional shell elements.
    keyword(s): Stress analysis (Engineering) , Functions , Polynomials , Shapes , Shells , Thin shells , Pipe bends , Degrees of freedom , Pipes , Displacement , Shear (Mechanics) AND Finite element methods ,
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      Stress Analysis of Mitred Bends by Ring Elements

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/98910
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    contributor authorO. Watanabe
    contributor authorH. Ohtsubo
    date accessioned2017-05-08T23:18:40Z
    date available2017-05-08T23:18:40Z
    date copyrightFebruary, 1984
    date issued1984
    identifier issn0094-9930
    identifier otherJPVTAS-28231#54_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/98910
    description abstractThis paper proposes a ring element for the stress analysis of mitred bends, which is an extension of ring elements for pipe bends proposed by the present authors. Since accurate treatments of continuity conditions on the connecting lines between straight pipe segments are employed and strain-displacement relations derived from the general thin shell theory with shear strains are considered, the present method can be applied to problems of mitred bends of complex configurations under general loading conditions. Shape functions are developed by trigonometric functions and Hermitian polynomials of second order in the circumferential and longitudinal directions, respectively. This finite element method requires fewer number of degrees of freedom for the same accuracy than the conventional shell elements.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleStress Analysis of Mitred Bends by Ring Elements
    typeJournal Paper
    journal volume106
    journal issue1
    journal titleJournal of Pressure Vessel Technology
    identifier doi10.1115/1.3264309
    journal fristpage54
    journal lastpage62
    identifier eissn1528-8978
    keywordsStress analysis (Engineering)
    keywordsFunctions
    keywordsPolynomials
    keywordsShapes
    keywordsShells
    keywordsThin shells
    keywordsPipe bends
    keywordsDegrees of freedom
    keywordsPipes
    keywordsDisplacement
    keywordsShear (Mechanics) AND Finite element methods
    treeJournal of Pressure Vessel Technology:;1984:;volume( 106 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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