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contributor authorM. Sathyamoorthy
contributor authorC. Y. Chia
date accessioned2017-05-08T23:08:06Z
date available2017-05-08T23:08:06Z
date copyrightMarch, 1980
date issued1980
identifier issn0021-8936
identifier otherJAMCAV-26138#133_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/92965
description abstractBased on the single-mode analysis, solutions to the governing equations developed in Part 1 of this paper are presented for various boundary conditions by use of Galerkin’s method and the Runge-Kutta numerical procedure. Excellent agreement is found between the present results and those available for nonlinear bending and large amplitude vibration of skew plates. The present results for moderately thick anisotropic skew plates indicate significant influences of the transverse shear deformation, orientation angle, skew angle, and side ratio on the large amplitude vibration behavior of certain fiber-reinforced composite skew plates.
publisherThe American Society of Mechanical Engineers (ASME)
titleEffect of Transverse Shear and Rotatory Inertia on Large Amplitude Vibration of Anisotropic Skew Plates: Part 2—Numerical Results
typeJournal Paper
journal volume47
journal issue1
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.3153591
journal fristpage133
journal lastpage138
identifier eissn1528-9036
keywordsShear (Mechanics)
keywordsPlates (structures)
keywordsVibration
keywordsInertia (Mechanics)
keywordsFiber reinforced composites
keywordsBoundary-value problems
keywordsEquations AND Shear deformation
treeJournal of Applied Mechanics:;1980:;volume( 047 ):;issue: 001
contenttypeFulltext


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