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contributor authorD. N. Paliwal
contributor authorRajesh K. Pandey
date accessioned2017-05-08T23:58:30Z
date available2017-05-08T23:58:30Z
date copyrightJanuary, 1998
date issued1998
identifier issn1048-9002
identifier otherJVACEK-28842#63_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/121493
description abstractThe frequency equation for a thin circular cylindrical shell resting on an elastic foundation is developed by using the first order shell theory of Sanders and eigenfrequencies are calculated. These eigenfrequencies are plotted against the axial wave parameter. Effects of the axial wave parameter, circumferential wave number, non-dimensional thickness and foundation parameters on eigenfrequencies are investigated. It is found that the foundation modulus chiefly affects the radial mode eigenfrequency and has no effect on torsional and longitudinal modes. On the otherhand, shear modulus does have influence on radial as well as tangential modes of vibrations. Though the effect on radial mode frequency is more pronounced.
publisherThe American Society of Mechanical Engineers (ASME)
titleThe Free Vibration of a Cylindrical Shell on an Elastic Foundation
typeJournal Paper
journal volume120
journal issue1
journal titleJournal of Vibration and Acoustics
identifier doi10.1115/1.2893828
journal fristpage63
journal lastpage71
identifier eissn1528-8927
keywordsWaves
keywordsPipes
keywordsVibration
keywordsCircular cylindrical shells
keywordsEquations
keywordsFree vibrations
keywordsShear modulus
keywordsShells AND Thickness
treeJournal of Vibration and Acoustics:;1998:;volume( 120 ):;issue: 001
contenttypeFulltext


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