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contributor authorChalak, H. D.
contributor authorChakrabarti, Anupam
contributor authorIqbal, Mohd. Ashraf
contributor authorSheikh, Abdul Hamid
date accessioned2017-05-09T01:04:02Z
date available2017-05-09T01:04:02Z
date issued2013
identifier issn1048-9002
identifier othervib_135_1_011013.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/153549
description abstractFree vibration behavior of laminated soft core sandwich plates with stiff laminated face sheets is investigated using a new C0 finite element (FE) model based on higher order zigzag theory (HOZT) in this paper. The inplane displacement variations are considered to be cubic for both the face sheets and the core, while the transverse displacement is assumed to vary quadratically within the core and remains constant in the faces beyond the core. The plate theory ensures a shear stressfree condition at the top and bottom surfaces of the plate. Thus, the plate theory has all of the features required for an accurate modeling of laminated sandwich plates. As very few elements based on this plate theory (HOZT) exist and they possess certain disadvantages, an attempt has been made to develop this new element. The nodal field variables are chosen in such a manner to overcome the problem of continuity requirement of the derivatives of transverse displacements, i.e., no need to impose any penalty stiffness in the formulation. A nine node C0 quadratic plate finite element is implemented to model the HOZT for the present analysis. A new C0 element has been utilized to study some interesting problems on free vibration analysis of laminated sandwich plates. Many new results are also presented which should be useful for future research.
publisherThe American Society of Mechanical Engineers (ASME)
titleFree Vibration Analysis of Laminated Soft Core Sandwich Plates
typeJournal Paper
journal volume135
journal issue1
journal titleJournal of Vibration and Acoustics
identifier doi10.1115/1.4007262
journal fristpage11013
journal lastpage11013
identifier eissn1528-8927
treeJournal of Vibration and Acoustics:;2013:;volume( 135 ):;issue: 001
contenttypeFulltext


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