posted on 2016-01-06, 16:35authored byAlessandro Palmeri, Evangelos Ntotsios
A 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.
Funding
This work has been supported by the Engineering and Physical
Sciences Research Council (EPSRC), under the grant “TREViS:
Tailoring Nano-Reinforced Elastomers to Vibrating Structures,”
EP/I033924/1.
History
School
Architecture, Building and Civil Engineering
Published in
Journal of Engineering Mechanics
Citation
PALMERI, A. and NTOTSIOS, E., 2016. Transverse vibrations of viscoelastic sandwich beams via a Galerkin-based state-space approach. Journal of Engineering Mechanics, 142 (7), 04016036.
Publisher
American Society of Civil Engineers. This work is made available under the terms of the
Creative Commons Attribution 4.0 International license, http://creativecommons.org/licenses/by/4.0/
Version
VoR (Version of Record)
Publisher statement
This work is made available according to the conditions of the Creative Commons Attribution 4.0 International (CC BY 4.0) licence. Full details of this licence are available at: http://creativecommons.org/licenses/by/4.0/
Publication date
2016
Notes
This work is made available under the terms of the
Creative Commons Attribution 4.0 International license, http://creativecommons.org/licenses/by/4.0/.