Three-Dimensional Nonlinear Finite Element Model for Simulating Pavement Response: Study at Canterbury Accelerated Pavement Testing Indoor Facility, New Zealand

Transportation Research Record

Volumn , Issue 1823, 2003, Pages 153-162

  Saleh, Mofreh F ^a   Steven, Bruce ^a   Alabaster, David ^b  

^a UNIVERSITY OF CANTERBURY   (New Zealand)

^b New Zealand Transport Agency   (New Zealand)

Author keywords

[No Author keywords available]

Indexed keywords

ANISOTROPY; COMPUTER SIMULATION; DYNAMIC LOADS; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; STRESSES;

CENTRIFUGAL FORCES; INTERFACE STRESSES;

CONCRETE PAVEMENTS;

EID: 0346272927     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/1823-17     Document Type: Conference Paper

References (10)

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2. Dawson, A. The ε-mu System, Users Manual, 2nd ed. University of Nottingham, United Kingdom, 1994.
3. de Pont, J., B. Steven, D. Alabaster, and A. Fussell. Effect on Pavement Wear of an Increase in Mass Limits - Part 2. Transfund New Zealand Research Report 231. Transfund New Zealand, Wellington, 2002.
4. Getting Started with ABAQUS Standard. Hibbit, Karlsson and Sorensen, Inc., Pawtucket, R. I., 2001.
5. Chandrupatla, T. R., and A. D. Belegundu. Introduction to Finite Elements in Engineering. Prentice-Hall, Englewood Cliffs, N.J., 2002.
6. ABAQUS Standard User's Manual, Vol. I. Hibbit, Karlsson and Sorensen, Inc., Pawtucket, R. I., 2001.
7. ELSYMS Interactive Microcomputer Version. FHWA-TS-87-217. FHWA, U.S. Department of Transportation, 1987.
8. Wardle, L. J. Program CIRCLY, User's Manual, Geomechanics Computer Program Number 2. Division of Applied Geomechanics, Commonwealth Scientific and Industrial Research Organisation, Melbourne, Australia, 1977.
9. Potter, D. W., and G. S. Donald. Revision of NAASRA Interim Guide to Pavement Thickness Design. Australian Road Research Board Journal, Vol. 15, No. 2, Technical Note 2, 1985.
10. Pavement Design: A Guide to the Structural Design of Road Pavements. Austroads, Sydney, Australia, 1992.