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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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