THREE-DIMENSIONAL, FINITE-ELEMENT SIMULATION OF PERMANENT DEFORMATIONS IN FLEXIBLE PAVEMENT SYSTEMS
A methodology for obtaining a three-dimensional finite-element solution to the problem of a moving load on an elastic-plastic half-space is presented. The problem is particularly suited to an analysis of flexible pavement systems. The basis of the model is the following set of assumptions: (a) the material is homogeneous and infinite in extent in every horizontal plane; (b) the load is moving at a constant velocity; (c) the system is at steady state; and (d) inertial effects are neglected. A model problem was examined that consisted of a homogeneous half-space of an isotropic material obeying the von Mises yield criterion and the associated flow rule. The magnitude of the permanent deformations is calculated versus the value of the applied surface pressure. The residual stress field remaining after the passing of the load is also obtained. More general problems are solvable with the current version of the code. Extensions are discussed.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/issn/03611981
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Supplemental Notes:
- This paper appears in Transportation Research Record No. 1448, Strength and Deformation Characteristics of Pavement Sections. Distribution, posting, or copying of this PDF is strictly prohibited without written permission of the Transportation Research Board of the National Academy of Sciences. Unless otherwise indicated, all materials in this PDF are copyrighted by the National Academy of Sciences. Copyright © National Academy of Sciences. All rights reserved
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Authors:
- Kirkner, David J
- Caulfield, Peter N
- McCann, Dennis M
- Publication Date: 1994
Language
- English
Media Info
- Features: Figures; References; Tables;
- Pagination: p. 34-39
- Monograph Title: Strength and deformation characteristics of pavement sections
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Serial:
- Transportation Research Record
- Issue Number: 1448
- Publisher: Transportation Research Board
- ISSN: 0361-1981
Subject/Index Terms
- TRT Terms: Deformation; Finite element method; Flexible pavements; Live loads; Mathematical models
- Old TRIS Terms: Elastic-plastic half-space
- Subject Areas: Design; Highways; Pavements; I22: Design of Pavements, Railways and Guideways; I23: Properties of Road Surfaces;
Filing Info
- Accession Number: 00674327
- Record Type: Publication
- Files: TRIS, TRB, ATRI
- Created Date: Feb 23 1995 12:00AM