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    Iterative FD Solution to Bending of Axisymmetric Conical Shells

    Source: Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 009
    Author:
    Pei Jianping
    ,
    Issam E. Harik
    DOI: 10.1061/(ASCE)0733-9445(1990)116:9(2433)
    Publisher: American Society of Civil Engineers
    Abstract: A numerical solution is presented for determining the stresses and displacements in complete and truncated conical shells. The method is based on the classical bending theory of thin axisymmetric shells. The governing differential equation for a conical element is presented in terms of the meridional or axial displacement
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      Iterative FD Solution to Bending of Axisymmetric Conical Shells

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/30928
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    • Journal of Structural Engineering

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    contributor authorPei Jianping
    contributor authorIssam E. Harik
    date accessioned2017-05-08T20:53:53Z
    date available2017-05-08T20:53:53Z
    date copyrightSeptember 1990
    date issued1990
    identifier other%28asce%290733-9445%281990%29116%3A9%282433%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/30928
    description abstractA numerical solution is presented for determining the stresses and displacements in complete and truncated conical shells. The method is based on the classical bending theory of thin axisymmetric shells. The governing differential equation for a conical element is presented in terms of the meridional or axial displacement
    publisherAmerican Society of Civil Engineers
    titleIterative FD Solution to Bending of Axisymmetric Conical Shells
    typeJournal Paper
    journal volume116
    journal issue9
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1990)116:9(2433)
    treeJournal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 009
    contenttypeFulltext
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