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contributor authorKamel Amichi
contributor authorNoureddine Atalla
date accessioned2017-05-09T00:36:02Z
date available2017-05-09T00:36:02Z
date copyrightApril, 2009
date issued2009
identifier issn1048-9002
identifier otherJVACEK-28899#021010_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/142301
description abstractA sandwich finite element for laminated steels is presented. It is based on a discrete displacement approach and allows for both symmetrical and unsymmetrical configurations. The three-layer sandwich model is built assuming a Timoshenko hypothesis for the viscoelastic core and Euler–Bernoulli hypotheses for the elastic faces, but the latter is modified to account for the rotational influence of the transversal shearing in the core. The validity and accuracy of the presented element are assessed through comparisons with numerical results of sandwich beams and sandwich rings with a variety of geometrical and mechanical properties and various boundary conditions. The present results are also compared with analytical, finite element, and experimental solutions for various boundary conditions.
publisherThe American Society of Mechanical Engineers (ASME)
titleA New 3D Finite Element for Sandwich Beams With a Viscoelastic Core
typeJournal Paper
journal volume131
journal issue2
journal titleJournal of Vibration and Acoustics
identifier doi10.1115/1.3025828
journal fristpage21010
identifier eissn1528-8927
keywordsDamping
keywordsFinite element analysis
keywordsDisplacement
keywordsShearing
keywordsStiffness AND Symmetry (Physics)
treeJournal of Vibration and Acoustics:;2009:;volume( 131 ):;issue: 002
contenttypeFulltext


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