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    Minimum-Weight Design for Pressure Vessels Reinforced With Inextensible Fibers

    Source: Journal of Applied Mechanics:;1963:;volume( 030 ):;issue: 001::page 103
    Author:
    A. C. Pipkin
    ,
    R. S. Rivlin
    DOI: 10.1115/1.3630053
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Axially symmetric membranes composed of inextensible fibers are considered. When the shape of the membrane and the tensile strength of the fibers are given, the minimum weight of fiber which can support a given internal pressure is proportional to the volume enclosed by the membrane. Minimum weight designs are isotensoid, i.e., every fiber is under the same tension. Every isotensoid design is a minimum weight design. Particular attention is devoted to geodesic isotensoid designs, in which fibers are required to lie along geodesics on the membrane. The equation relating the shape of the membrane to the distribution of fibers on it is obtained. When the shape is given, this equation is an integral equation for the fiber distribution, which is solved by using the Laplace transform. Illustrative examples involving cones, spheres, ellipsoids, and cylinders are solved.
    keyword(s): Fibers , Pressure vessels , Design , Weight (Mass) , Membranes , Shapes , Equations , Integral equations , Laplace transforms , Pressure , Cylinders , Tensile strength AND Tension ,
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      Minimum-Weight Design for Pressure Vessels Reinforced With Inextensible Fibers

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    https://yetl.yabesh.ir/yetl1/handle/yetl/94001
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    • Journal of Applied Mechanics

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    contributor authorA. C. Pipkin
    contributor authorR. S. Rivlin
    date accessioned2017-05-08T23:10:05Z
    date available2017-05-08T23:10:05Z
    date copyrightMarch, 1963
    date issued1963
    identifier issn0021-8936
    identifier otherJAMCAV-25700#103_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/94001
    description abstractAxially symmetric membranes composed of inextensible fibers are considered. When the shape of the membrane and the tensile strength of the fibers are given, the minimum weight of fiber which can support a given internal pressure is proportional to the volume enclosed by the membrane. Minimum weight designs are isotensoid, i.e., every fiber is under the same tension. Every isotensoid design is a minimum weight design. Particular attention is devoted to geodesic isotensoid designs, in which fibers are required to lie along geodesics on the membrane. The equation relating the shape of the membrane to the distribution of fibers on it is obtained. When the shape is given, this equation is an integral equation for the fiber distribution, which is solved by using the Laplace transform. Illustrative examples involving cones, spheres, ellipsoids, and cylinders are solved.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleMinimum-Weight Design for Pressure Vessels Reinforced With Inextensible Fibers
    typeJournal Paper
    journal volume30
    journal issue1
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.3630053
    journal fristpage103
    journal lastpage108
    identifier eissn1528-9036
    keywordsFibers
    keywordsPressure vessels
    keywordsDesign
    keywordsWeight (Mass)
    keywordsMembranes
    keywordsShapes
    keywordsEquations
    keywordsIntegral equations
    keywordsLaplace transforms
    keywordsPressure
    keywordsCylinders
    keywordsTensile strength AND Tension
    treeJournal of Applied Mechanics:;1963:;volume( 030 ):;issue: 001
    contenttypeFulltext
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