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contributor authorWang, Lianhua
contributor authorMa, Jianjun
contributor authorZhao, Yueyu
contributor authorLiu, Qijian
date accessioned2017-05-09T00:56:15Z
date available2017-05-09T00:56:15Z
date issued2013
identifier issn0021-8936
identifier otherjam_80_4_041026.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/150881
description abstractIn this study, the nonlinear equation of motion of the beam on the elastic foundation is obtained via the Newton's second law of motion, and its free vibration nature is investigated. Considering the inextensional condition, the planar model of the beam accounting for the effects of the rotary inertia is derived. Then, the linear vibration and nonlinear vibration of the beam on the elastic foundation are examined. It is shown that the cutoff frequency can be observed in the frequency spectrum of the beam response. The effects of the rotary inertia on the natural frequencies are systematically investigated. Finally, the frequency differences, due to the different foundation models, and the possible modal interaction of the beam are discussed.
publisherThe American Society of Mechanical Engineers (ASME)
titleRefined Modeling and Free Vibration of Inextensional Beams on the Elastic Foundation
typeJournal Paper
journal volume80
journal issue4
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.4023032
journal fristpage41026
journal lastpage41026
identifier eissn1528-9036
treeJournal of Applied Mechanics:;2013:;volume( 080 ):;issue: 004
contenttypeFulltext


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