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    Nonlinear Static Analysis of Liquid-Containment Toroidal Shell under Hydrostatic Pressure

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 001
    Author:
    Weeraphan Jiammeepreecha
    ,
    Jirayut Suebsuk
    ,
    Somchai Chucheepsakul
    DOI: 10.1061/(ASCE)ST.1943-541X.0002460
    Publisher: ASCE
    Abstract: This paper presents a nonlinear static analysis of a liquid-containment toroidal shell subjected to linearly hydrostatic pressure, including the effect of constraint volume for the toroidal shell and internal compressible liquid. The geometry of the liquid-containment toroidal shell is defined as a circular cross section. The principle of virtual work was used to formulate the nonlinear finite-element model, including the fluid-structure interaction effect for the liquid-containment toroidal shell system. The formulation was written in an appropriate form in order to reduce the computation time. An iterative procedure was used to solve the nonlinear numerical solutions for the statically deformed configuration of the shell and changes in internal pressure. The numerical result from a commercial program was used to verify the proposed nonlinear finite element method. The effects of bulk modulus of internal liquid, initial internal pressure, sea water depth, thickness, and cross-sectional radius of the liquid-containment toroidal shell on the static displacement and internal pressure responses of the liquid-containment toroidal shell are investigated and discussed in this paper.
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      Nonlinear Static Analysis of Liquid-Containment Toroidal Shell under Hydrostatic Pressure

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4267570
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    • Journal of Structural Engineering

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    contributor authorWeeraphan Jiammeepreecha
    contributor authorJirayut Suebsuk
    contributor authorSomchai Chucheepsakul
    date accessioned2022-01-30T21:03:05Z
    date available2022-01-30T21:03:05Z
    date issued1/1/2020 12:00:00 AM
    identifier other%28ASCE%29ST.1943-541X.0002460.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4267570
    description abstractThis paper presents a nonlinear static analysis of a liquid-containment toroidal shell subjected to linearly hydrostatic pressure, including the effect of constraint volume for the toroidal shell and internal compressible liquid. The geometry of the liquid-containment toroidal shell is defined as a circular cross section. The principle of virtual work was used to formulate the nonlinear finite-element model, including the fluid-structure interaction effect for the liquid-containment toroidal shell system. The formulation was written in an appropriate form in order to reduce the computation time. An iterative procedure was used to solve the nonlinear numerical solutions for the statically deformed configuration of the shell and changes in internal pressure. The numerical result from a commercial program was used to verify the proposed nonlinear finite element method. The effects of bulk modulus of internal liquid, initial internal pressure, sea water depth, thickness, and cross-sectional radius of the liquid-containment toroidal shell on the static displacement and internal pressure responses of the liquid-containment toroidal shell are investigated and discussed in this paper.
    publisherASCE
    titleNonlinear Static Analysis of Liquid-Containment Toroidal Shell under Hydrostatic Pressure
    typeJournal Paper
    journal volume146
    journal issue1
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0002460
    page9
    treeJournal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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