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contributor authorLenci, Stefano
date accessioned2019-02-28T10:58:08Z
date available2019-02-28T10:58:08Z
date copyright6/18/2018 12:00:00 AM
date issued2018
identifier issn0021-8936
identifier otherjam_085_09_091008.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4251265
description abstractThe paper addresses the problem of isochronous beams, namely those that oscillate with a frequency that is independent of the amplitude also in the nonlinear regime. The mechanism adopted to obtain this goal is that of having, as a boundary condition, a roller that can slide on a given path. A geometrically exact Euler–Bernoulli formulation is considered, and the nonlinear analysis is done by the multiple time scale method, that is applied directly to the partial differential equations governing the motion without an a priori spatial reduction. The analytical expression of the backbone curve is obtained, up to the third-order, and its dependence on the roller path is addressed. Conditions for having a straight backbone curve, i.e., the isochronous beam, are determined explicitly. As a by-product of the main result, the free and forced nonlinear oscillations of a beam with an inclined support sliding on an arbitrary path have been investigated.
publisherThe American Society of Mechanical Engineers (ASME)
titleIsochronous Beams by an Inclined Roller Support
typeJournal Paper
journal volume85
journal issue9
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.4040453
journal fristpage91008
journal lastpage091008-11
treeJournal of Applied Mechanics:;2018:;volume( 085 ):;issue: 009
contenttypeFulltext


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