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    Integral Equation Method for Spherical Shell under Axisymmetric Loads

    Source: Journal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 002
    Author:
    Kuan‐Chen Fu
    ,
    Awad I. Harb
    DOI: 10.1061/(ASCE)0733-9399(1990)116:2(309)
    Publisher: American Society of Civil Engineers
    Abstract: This paper is concerned with the development of the integral equation method for the analysis of a spherical shell under axisymmetric loads. The governing equations of shell are traditionally described as a set of two ordinary differential equations with two unknown state variables. These equations are normalized by eliminating their first derivatives, then multiplied by a weighting function that is a selected Green's function. Finally they are repeatedly integrated by parts until their differential operator is shifted from acting on the state variables to the weighting function. Consequently, the differential equations are transformed into a set of integral equations. To complete the analysis procedures, efforts are made to insert various boundary conditions of a shell into the kernels of the integral equations, and to express the internal forces, moments, and displacements of a shell in terms of the state variables. Thus, the integral equations are readily available for the analysis as well as the optimum design of a spherical shell.
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      Integral Equation Method for Spherical Shell under Axisymmetric Loads

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    http://yetl.yabesh.ir/yetl1/handle/yetl/81786
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    contributor authorKuan‐Chen Fu
    contributor authorAwad I. Harb
    date accessioned2017-05-08T22:30:41Z
    date available2017-05-08T22:30:41Z
    date copyrightFebruary 1990
    date issued1990
    identifier other%28asce%290733-9399%281990%29116%3A2%28309%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/81786
    description abstractThis paper is concerned with the development of the integral equation method for the analysis of a spherical shell under axisymmetric loads. The governing equations of shell are traditionally described as a set of two ordinary differential equations with two unknown state variables. These equations are normalized by eliminating their first derivatives, then multiplied by a weighting function that is a selected Green's function. Finally they are repeatedly integrated by parts until their differential operator is shifted from acting on the state variables to the weighting function. Consequently, the differential equations are transformed into a set of integral equations. To complete the analysis procedures, efforts are made to insert various boundary conditions of a shell into the kernels of the integral equations, and to express the internal forces, moments, and displacements of a shell in terms of the state variables. Thus, the integral equations are readily available for the analysis as well as the optimum design of a spherical shell.
    publisherAmerican Society of Civil Engineers
    titleIntegral Equation Method for Spherical Shell under Axisymmetric Loads
    typeJournal Paper
    journal volume116
    journal issue2
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1990)116:2(309)
    treeJournal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 002
    contenttypeFulltext
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