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    Extending Castigliano’s Theorems to Model the Behavior of Coupled Systems

    Source: Journal of Applied Mechanics:;2010:;volume( 077 ):;issue: 006::page 61005
    Author:
    Clive L. Dym
    DOI: 10.1115/1.4001716
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Extensions of the Castigliano theorems are developed in the context of modeling the behavior of both discrete coupled linear systems and various coupled beams. It is shown that the minimization of the displacement of a parallel system determined from Castigliano’s second theorem can be used to formally define the apportionment of loads among the system elements, while the minimization of the load in a series system determined from Castigliano’s first theorem can be used to formally define the apportionment of the displacement among the system elements. These extensions provide a means for apportioning loads in coupled continuous systems, as will be shown for the cases of coupled cantilever Timoshenko beams supporting discrete and continuous loads.
    keyword(s): Theorems (Mathematics) , Stress , Shear (Mechanics) AND Displacement ,
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      Extending Castigliano’s Theorems to Model the Behavior of Coupled Systems

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    https://yetl.yabesh.ir/yetl1/handle/yetl/142348
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    contributor authorClive L. Dym
    date accessioned2017-05-09T00:36:07Z
    date available2017-05-09T00:36:07Z
    date copyrightNovember, 2010
    date issued2010
    identifier issn0021-8936
    identifier otherJAMCAV-26796#061005_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/142348
    description abstractExtensions of the Castigliano theorems are developed in the context of modeling the behavior of both discrete coupled linear systems and various coupled beams. It is shown that the minimization of the displacement of a parallel system determined from Castigliano’s second theorem can be used to formally define the apportionment of loads among the system elements, while the minimization of the load in a series system determined from Castigliano’s first theorem can be used to formally define the apportionment of the displacement among the system elements. These extensions provide a means for apportioning loads in coupled continuous systems, as will be shown for the cases of coupled cantilever Timoshenko beams supporting discrete and continuous loads.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleExtending Castigliano’s Theorems to Model the Behavior of Coupled Systems
    typeJournal Paper
    journal volume77
    journal issue6
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.4001716
    journal fristpage61005
    identifier eissn1528-9036
    keywordsTheorems (Mathematics)
    keywordsStress
    keywordsShear (Mechanics) AND Displacement
    treeJournal of Applied Mechanics:;2010:;volume( 077 ):;issue: 006
    contenttypeFulltext
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