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contributor authorL. Tong
date accessioned2017-05-08T23:58:46Z
date available2017-05-08T23:58:46Z
date copyrightSeptember, 1999
date issued1999
identifier issn0021-8936
identifier otherJAMCAV-26478#758_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/121641
description abstractAnalytical solutions for the three displacements are obtained, in the form of power series, directly from the three governing equations for free vibration of laminated conical shells under axial load. Numerical results are presented for free vibration of axially loaded laminated conical shells with different geometric parameters and under two types of boundary conditions. It is found that an axial tension increases the frequencies while an axial compression decreases the frequencies. For the shells studied, the effect of axial load on the lowest frequency of the shell is found to be not sensitive to change in semivertex angle when the applied axial load is kept as a constant fraction of the critical buckling load. However, the axial load effect becomes very sensitive to variation in semivertex angle when a constant axial load is applied.
publisherThe American Society of Mechanical Engineers (ASME)
titleFree Vibration of Axially Loaded Laminated Conical Shells
typeJournal Paper
journal volume66
journal issue3
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.2791722
journal fristpage758
journal lastpage763
identifier eissn1528-9036
keywordsFree vibrations
keywordsShells
keywordsStress
keywordsFrequency
keywordsTension
keywordsBoundary-value problems
keywordsBuckling
keywordsCompression AND Equations
treeJournal of Applied Mechanics:;1999:;volume( 066 ):;issue: 003
contenttypeFulltext


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