Effect of nonlinear temperature gradient on curling stress in concrete pavements

Transportation Research Record

Volumn , Issue 1568, 1997, Pages 65-71

  Mohamed, Ashraf R ^a   Hansen, Will ^a  

^a University of Michigan   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 0002394892     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/1568-08     Document Type: Article

References (8)

1. Westergaard, H. M. Computation of Stresses in Concrete Roads. HRB Proc., Vol. 5, Part 1, 1926, pp. 90-112.
2. Westergaard, H. M. New Formulas for Stresses in Concrete Pavements of Airfields. Transactions, American Society of Civil Engineers, Vol. 113, 1947, pp. 425-444.
3. Bradbury, R. D. Reinforced Concrete Pavements. Wire Reinforcement Institute, Washington, D.C., 1938.
4. Thompson, M. R., B. J. Dempsey, H. Hill, and J. Vogel. Characterizing Temperature Effects for Pavement Analysis and Design. In Transportation Research Record 1121, TRB, National Research Council, Washington, D.C., 1987, pp. 14-22.
5. Richardson, J. M., and J. M. Armaghani. Stress Caused by Temperature Gradient in Portland Cement Pavements. In Transportation Research Record 1121, TRB, National Research Council, Washington, D.C., 1987, pp. 7-13.
6. Armaghani, J. M., T. J. Larsen, and L. L. Smith. Temperature Response of Concrete Pavements. In Transportation Research Record 1121, TRB, National Research Council, Washington, D.C., 1987, pp. 23-33.
7. Harik, I. E., P. Jianping, H. Southgate, and D. Allen. Temperature Effects on Rigid Pavements. Journal of Transportation Engineering, Vol. 120, No. 1, 1994, pp. 127-143.
8. Mohamed, A. R., and W. Hansen. Prediction of Stresses in Concrete Pavements Subjected to Non-Linear Gradients. Journal of Cement and Concrete Composites (forthcoming).