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    Equilibrium Shapes for Pressurized Fiberglas Domes

    Source: Journal of Manufacturing Science and Engineering:;1963:;volume( 085 ):;issue: 001::page 115
    Author:
    W. S. Read
    DOI: 10.1115/1.3667557
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The netting concept is used to analyse filament wound shells of revolution. First the fiber tensions are resolved parallel and perpendicular to the meridian. These components of the fiber tensions give the meridional and hoop forces in the dome. A comparison of these forces is made with the forces calculated from membrane theory. It is shown that the shell will be unstable unless the forces calculated from the fiber tensions are equal to the membrane forces computed from membrane theory. A dome with a polar opening is examined to see if a shape can be found which will make the dome stable. It is shown that for stability, two separate differential equations must be satisfied by the dome curve. The two equations are found to be dependent, and thus both are satisfied by the same curve. The equation for a stable dome is presented in terms of a nondimensional integral.
    keyword(s): Domes (Structural elements) , Equilibrium (Physics) , Shapes , Force , Fibers , Membranes , Equations , Shells , Stability AND Differential equations ,
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      Equilibrium Shapes for Pressurized Fiberglas Domes

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/96922
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    contributor authorW. S. Read
    date accessioned2017-05-08T23:15:15Z
    date available2017-05-08T23:15:15Z
    date copyrightFebruary, 1963
    date issued1963
    identifier issn1087-1357
    identifier otherJMSEFK-27468#115_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/96922
    description abstractThe netting concept is used to analyse filament wound shells of revolution. First the fiber tensions are resolved parallel and perpendicular to the meridian. These components of the fiber tensions give the meridional and hoop forces in the dome. A comparison of these forces is made with the forces calculated from membrane theory. It is shown that the shell will be unstable unless the forces calculated from the fiber tensions are equal to the membrane forces computed from membrane theory. A dome with a polar opening is examined to see if a shape can be found which will make the dome stable. It is shown that for stability, two separate differential equations must be satisfied by the dome curve. The two equations are found to be dependent, and thus both are satisfied by the same curve. The equation for a stable dome is presented in terms of a nondimensional integral.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleEquilibrium Shapes for Pressurized Fiberglas Domes
    typeJournal Paper
    journal volume85
    journal issue1
    journal titleJournal of Manufacturing Science and Engineering
    identifier doi10.1115/1.3667557
    journal fristpage115
    journal lastpage118
    identifier eissn1528-8935
    keywordsDomes (Structural elements)
    keywordsEquilibrium (Physics)
    keywordsShapes
    keywordsForce
    keywordsFibers
    keywordsMembranes
    keywordsEquations
    keywordsShells
    keywordsStability AND Differential equations
    treeJournal of Manufacturing Science and Engineering:;1963:;volume( 085 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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