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contributor authorLe-Chung Shiau
contributor authorTeng-Yuan Wu
date accessioned2017-05-08T23:55:16Z
date available2017-05-08T23:55:16Z
date copyrightOctober, 1997
date issued1997
identifier issn1048-9002
identifier otherJVACEK-28840#635_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/119694
description abstractFree vibration behavior of buckled composite plates are studied by using a high precision triangular plate element. This element is developed based on a simplified high order plate theory and von Kármán large deformation assumptions. The nonlinear governing equations of motion for the plates is linearized into two sets of equations by assuming small amplitude vibration of the laminates about its buckled static equilibrium profile. Results show that, in the postbuckling regime, the fundamental mode may be shifted from the first mode to the second due to squeezing effect of the in-plane force on the plate. For plate with certain boundary conditions, the natural frequency may have a sudden jump due to buckle pattern change of the plate in the postbuckling regime.
publisherThe American Society of Mechanical Engineers (ASME)
titleFree Vibration of Buckled Laminated Plates by Finite Element Method
typeJournal Paper
journal volume119
journal issue4
journal titleJournal of Vibration and Acoustics
identifier doi10.1115/1.2889774
journal fristpage635
journal lastpage640
identifier eissn1528-8927
keywordsFinite element methods
keywordsPlates (structures)
keywordsFree vibrations
keywordsVibration
keywordsAccuracy
keywordsBoundary-value problems
keywordsEquations
keywordsForce
keywordsDeformation
keywordsComposite materials
keywordsLaminates
keywordsEquilibrium (Physics) AND Equations of motion
treeJournal of Vibration and Acoustics:;1997:;volume( 119 ):;issue: 004
contenttypeFulltext


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