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    Three‐Dimensional Simulations of Initially Straight Elasticas

    Source: Journal of Engineering Mechanics:;1991:;Volume ( 117 ):;issue: 010
    Author:
    W. A. Kistler
    ,
    Sunil Saigal
    DOI: 10.1061/(ASCE)0733-9399(1991)117:10(2384)
    Publisher: American Society of Civil Engineers
    Abstract: The governing nonlinear vector differential equations for large deflections of an end‐loaded, three‐dimensionally deformed, initially straight, axisymmetric elastica are developed and simulated numerically without decomposition. All simulations are based on repeated applications of truncated Taylor's expansions to advance along a deformed elastica. Both initial value problems, and two‐point boundary value problems with a corresponding shooting method are discussed. A number of examples are solved and compared with corresponding theoretical solutions, and with a finite element solution. An elastica solution with at least six independent equilibrium configurations satisfying a single set of boundary conditions and not heretofore treated in the literature is also presented.
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      Three‐Dimensional Simulations of Initially Straight Elasticas

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    contributor authorW. A. Kistler
    contributor authorSunil Saigal
    date accessioned2017-05-08T22:36:04Z
    date available2017-05-08T22:36:04Z
    date copyrightOctober 1991
    date issued1991
    identifier other%28asce%290733-9399%281991%29117%3A10%282384%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/83377
    description abstractThe governing nonlinear vector differential equations for large deflections of an end‐loaded, three‐dimensionally deformed, initially straight, axisymmetric elastica are developed and simulated numerically without decomposition. All simulations are based on repeated applications of truncated Taylor's expansions to advance along a deformed elastica. Both initial value problems, and two‐point boundary value problems with a corresponding shooting method are discussed. A number of examples are solved and compared with corresponding theoretical solutions, and with a finite element solution. An elastica solution with at least six independent equilibrium configurations satisfying a single set of boundary conditions and not heretofore treated in the literature is also presented.
    publisherAmerican Society of Civil Engineers
    titleThree‐Dimensional Simulations of Initially Straight Elasticas
    typeJournal Paper
    journal volume117
    journal issue10
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1991)117:10(2384)
    treeJournal of Engineering Mechanics:;1991:;Volume ( 117 ):;issue: 010
    contenttypeFulltext
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