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    Nonlinear Analysis of Clamped Circular Plates

    Source: Journal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 011
    Author:
    Boris L. Krayterman
    ,
    Chung C. Fu
    DOI: 10.1061/(ASCE)0733-9445(1985)111:11(2402)
    Publisher: American Society of Civil Engineers
    Abstract: The integral collocation method (ICM) is used to analyze large deflected circular plates with clamped (radially held and not held) outer edge under uniform pressure. The ICM has been completely computerized with automatic precision control and exhibits excellent results for the aforementioned plates. Convenient formulas have been derived using the least squares method, following an evaluation of many solutions of Von Karman's equations. Critical values of fiber stresses and deflections are presented in numerical and graphical form. For confirming the validity and usefulness of the proposed formulation, comparisons are made with existing formulas. The comparative study shows a significant discrepancy in stresses; however, a good agreement is shown in deflections. The proposed computational technique presents lower stresses in the midplate and higher stresses at the edge of the plate than the existing formulas. However, results show that the edge stresses are always higher than the midplate stresses in both methods. Further confirmations are made by comparison with the finite element results. Results of the comparison indicate that the proposed formulas produce more exact results than the existing formulas.
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      Nonlinear Analysis of Clamped Circular Plates

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    http://yetl.yabesh.ir/yetl1/handle/yetl/29458
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    contributor authorBoris L. Krayterman
    contributor authorChung C. Fu
    date accessioned2017-05-08T20:51:28Z
    date available2017-05-08T20:51:28Z
    date copyrightNovember 1985
    date issued1985
    identifier other%28asce%290733-9445%281985%29111%3A11%282402%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29458
    description abstractThe integral collocation method (ICM) is used to analyze large deflected circular plates with clamped (radially held and not held) outer edge under uniform pressure. The ICM has been completely computerized with automatic precision control and exhibits excellent results for the aforementioned plates. Convenient formulas have been derived using the least squares method, following an evaluation of many solutions of Von Karman's equations. Critical values of fiber stresses and deflections are presented in numerical and graphical form. For confirming the validity and usefulness of the proposed formulation, comparisons are made with existing formulas. The comparative study shows a significant discrepancy in stresses; however, a good agreement is shown in deflections. The proposed computational technique presents lower stresses in the midplate and higher stresses at the edge of the plate than the existing formulas. However, results show that the edge stresses are always higher than the midplate stresses in both methods. Further confirmations are made by comparison with the finite element results. Results of the comparison indicate that the proposed formulas produce more exact results than the existing formulas.
    publisherAmerican Society of Civil Engineers
    titleNonlinear Analysis of Clamped Circular Plates
    typeJournal Paper
    journal volume111
    journal issue11
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1985)111:11(2402)
    treeJournal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 011
    contenttypeFulltext
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