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Dynamic Viscoelastic Incremental-Layerwise Finite Element Method for Multilayered Structure Analysis Based on the Relaxation Approach

Published online by Cambridge University Press:  12 August 2014

M. Malakouti ,
M. Ameri  and
P. Malekzadeh
M. Malakouti*
Affiliation:
Department of Civil Engineering, Persian Gulf University, Bushehr, Iran
M. Ameri
Affiliation:
Mahmoud Ameri, Professor and Director of Center of Excellence for PMS, Transportation and Safety, Iran University of Science & Technology
P. Malekzadeh
Affiliation:
Department of Mechanical Engineering, Persian Gulf University, Bushehr, Iran
*
*malakooti@pgu.ac.ir
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Abstract

This paper presents an axisymmetric layerwise finite element formulation for dynamic analysis of laminated structures with embedded viscoelastic material whose constitutive behavior is represented by the Prony-generalized Maxwell series. To account the time dependence of the constitutive relations of linear viscoelastic materials, the incremental formulation in the temporal domain is used. Layerwise finite element has been shown to provide an efficient and accurate tool for the simulation of laminated structure. Most of the previous work on numerical simulation of laminated structures has been limited to elastic material behavior. Thus, the current work focuses on layerwise finite element analysis of laminated structures with embedded viscoelastic material. A computer code based on the presented formulation has been developed to provide the numerical results. The present approach is verified by studying its convergence behavior and comparing the numerical results with those obtained using the ABAQUS software. Finally, and as an application of the presented formulation, the effects of load duration on the dynamic structural responses of multilayered pavements are studied.

Keywords

Layerwise finite elementViscoelastic behaviorIncremental formulationDynamic responseProny series
Type
Research Article
Information
Journal of Mechanics , Volume 30 , Issue 6 , December 2014 , pp. 593 - 602
Copyright
Copyright © The Society of Theoretical and Applied Mechanics, R.O.C. 2014 

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