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contributor authorAlessandro Palmeri
contributor authorEvangelos Ntotsios
date accessioned2017-12-30T12:53:53Z
date available2017-12-30T12:53:53Z
date issued2016
identifier other%28ASCE%29EM.1943-7889.0001069.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4243084
description abstractA new state-space model is formulated for the dynamic analysis of sandwich beams that are made of two thin elastic layers continuously joined by a shear-type viscoelastic (VE) core. The model can accommodate different boundary conditions for each outer layer and accounts for the rate-dependent constitutive law of the core through additional state variables. The mathematical derivation is presented with the Standard Linear Solid (SLS) model (i.e., a primary elastic spring in parallel with a single Maxwell element) and then extended to the generalized Maxwell (GM) model. The kinematics equations are developed by means of Galerkin-type approximations for the fields of axial and transverse displacements in the outer layers, and imposing the pertinent compatibility conditions at the interface with the core. Numerical examples demonstrate the accuracy and versatility of the proposed approach, which endeavors to represent the effects of the VE memory on the vibration of composite beams.
publisherAmerican Society of Civil Engineers
titleTransverse Vibrations of Viscoelastic Sandwich Beams via Galerkin-Based State-Space Approach
typeJournal Paper
journal volume142
journal issue7
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)EM.1943-7889.0001069
page04016036
treeJournal of Engineering Mechanics:;2016:;Volume ( 142 ):;issue: 007
contenttypeFulltext


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