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FINITE ELEMENT INELASTIC ANALYSIS OF 3D (3 d有限元弹性分析)
8th GRACM International Congress on Computational Mechanics
Volos, 12 July – 15 July 2015
FINITE ELEMENT INELASTIC ANALYSIS OF 3-D FLEXIBLE PAVEMENTS
UNDER MOVING LOADS
1 2 3
Niki D. Beskou , George D. Hatzigeorgiou and Dimitrios D. Theodorakopoulos
1Department of Civil Engineering
University of Patras
Patras, GR-26500, Greece
e-mail: nikidiane@
2 School of Sciences and Technology
Hellenic Open University
Patreas, GR-26335, Greece
e-mail: hatzigeorgiou@eap.gr
3Department of Civil Engineering
University of Patras
Patras, GR-26500, Greece
e-mail: d.d.theod@upatras.gr
Keywords: Flexible Pavements, Moving Loads, Inelastic Layers, Finite Elements.
Abstract. The dynamic response of flexible road pavements to moving vehicles is numerically obtained by the
time domain finite element method under three-dimensional conditions. The pavement is modeled as a layered
finite rectangular domain. The material behavior of the layers is assumed to be inelastic: viscoelastic or
viscoplastic for t
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