Temperature and curling stress in concrete pavements: Analytical solutions

Journal of Transportation Engineering

Volumn 124, Issue 1, 1998, Pages 91-100

  Liang, Robert Y ^a,b   Niu, Yan Zhou ^b  

^a ASCE   (United States)

^b University of Akron   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 0006593706     PISSN: 0733947X     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-947X(1998)124:1(91)     Document Type: Article

References (17)

1. Barber, E. S. (1957). "Calculation of maximum pavement temperatures from weather reports." HRB Bulletin 168, Washington, D.C., 1-8.
2. Bradbury, R. D. (1938). Reinforced concrete pavement. Wire Reinforcement Institute, Washington, D.C., 34-41.
3. Choubane, B., and Tia, M. (1993). "Nonlinear temperature gradient effect on maximum warping stresses in rigid pavements." Transp. Res. Rec. 1370, 11-19.
4. Colony, D. C., McNichols, R. J., and Wolfe, R. K. (1980). "Effect of intime-temperature model on duration of asphalt concrete construction season." Report No. FHWA/OH-80/011, Columbus, Ohio.
5. Elbadry, M. M., and Ghali, A. (1983). "Temperature variations in concrete bridges." J. Struct. Engrg., ASCE, 109(10), 2355-2374.
6. Faraggi, V., Jofre, C., and Kraemer, C. (1987). "Combined effect of traffic loads and thermal gradients on concrete pavement design." Transp. Res. Rec. 1136, 108-118.
7. Hsieh, C. K., Chao, Q., and Ryder, E. E. (1989). "Development of computer modeling for prediction of temperature distribution inside concrete pavements." Report Submitted to Florida Dept. of Transp., Dept. of Mech. Engrg., Univ. of Florida, Gainesville, Fla.
8. Hulsey, J. L., and Powell, D. T. (1993). "Rational weather model for highway structures." Transp. Res. Rec. 1993, 54-64.
9. Lang, F. C. (1941). "Temperature and moisture variations in concrete pavements." HRB Proc., Vol. 21, Washington, D.C., 260-271.
10. Pasternak, P. L. (1954). "On a new method of analysis of an elastic foundation by means of foundation constants." Gosudarstrennoe Izdatelstro Literaturi po Stroitelstru I Arkhitekture, Moscow, USSR (in Russian).
11. Richardson, M., and Armaghani, J. M. (1990). "Stress caused by temperature gradient in Portland cement concrete pavements." Transp. Res. Rec. 1121, 7-13.
12. Scott, R. F. (1981). Foundation analysis. Prentice-Hall, Englewood Cliffs, N.J., 119-201.
13. Shi, X. P., Fwa, T. F., and Tan, S. A. (1993). "Warping stresses in concrete pavements on Pasternak foundation." J. Transp. Engrg., ASCE, 119(6), 905-913.
14. Tang, T., Zollinger, D. G., and Senadheera, S. (1993). "Analysis of concave in concrete slabs." J. Transp. Engrg., ASCE, 119(4), 618-633.
15. Thomlinson, J. (1940). "Temperature variations and consequent stresses produced by daily and seasonal temperature cycles in concrete slabs." Concrete and Constr. Engrg., Washington, D.C.
16. Westergaard, H. M. (1926). "Analysis of stress in concrete pavements due to variations of temperature." Proc., 6th Ann. Meeting, Hwy. Res. Board, Washington, D.C., 201-205.
17. Whitaker, S. (1985). Fundamental principles of heat transfer. Robert E. Krieger Publishing Company, New York.