Temperature Effects on Rigid Pavements
Publication: Journal of Transportation Engineering
Volume 120, Issue 1
Abstract
An analysis technique, to be used in conjunction with packaged finite‐element programs, is developed for the study of rigid pavements subjected to temperature loading. For illustrative purpose, the pavement is idealized as a thin isotropic plate resting on a Winkler‐type elastic foundation. Since two‐dimensional plate elements are limited to linear temperature distribution through the thickness, the advantage of the proposed method lies in its capability to superimpose the effect of the nonlinear temperature distribution on the finite‐element solution. This obviates the need to use three‐dimensional (or brick) elements, which would significantly increase the input and execution time. Results are presented and compared for both linear and nonlinear temperature variations. The results clearly show that disregarding temperature stresses in rigid pavement design is unconservative.
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Bradbury, R. D. (1938). Reinforced concrete pavements. Wire Reinforcement Institute, Washington, D.C.
2.
Choubane, B., and Tia, M. (1992). “Nonlinear temperature gradient effect on maximum warping stresses in rigid pavements.” 71st Ann. Mtg. of Transp. Res. Board, Transp. Res. Rec. No. 1370, Transportation Research Board, Washington, D.C., 11–19.
3.
Harr, M. E., and Leonards, G. A. (1959). “Warping stresses and deflections in concrete pavements.” Hwy. Res. Board Proc., 38, 286–320.
4.
Ioannides, A. M., and Salsilli‐Murua, R. A. (1989). “Temperature curling in rigid pavements: an application of dimensional analysis.” Transp. Res. Rec. 1227, 1–11.
5.
Ioannides, A. M., Thompson, M. R., and Barenberg, E. J. (1985). “Finite element analysis of slabs‐on‐grade using a variety of support models.” Proc., 3rd Int. Conf. on Concrete Pavement Design and Rehabilitation, Purdue Univ., West Lafayette, Ind., 309–324.
6.
Kohnke, P. C. (1989). ANSYS engineering analysis system‐theoretical manual. Swanson Analysis Systems, Inc., Houston, Pa.
7.
Korn, G. A., and Korn, T. M. (1968). Mathematical handbook for scientists and engineers. 2nd edition. McGraw‐Hill, New York, N.Y.
8.
Lewis, K. H., and Harr, M. E. (1969). “Analysis of concrete slabs on ground subjected to warping and moving loads.” Hwy. Res. Rec. No. 291, 194–211.
9.
Mirambell, E. (1990). “Temperature and stress distributions in plain concrete pavements under thermal and mechanical loads.” Proc., 2nd Int. Workship on Design and Rehabilitation of Concrete Pavements, Sigüenza, Spain, 121–135.
10.
Sargious, M. (1975). Pavements and surfacings for highways and airports. John Wiley and Sons, New York, N.Y.
11.
Smith, K. D., Peshkin, D. G., Mueller, A. L., Owusu‐Antwi, E., and Darter, M. I. (1991). “Evaluation of concrete pavements in the Phoenix urban corridor.” Rep. No. FHWA‐AZ91‐264‐I, Federal Highway Administration, Washington, D.C.
12.
Southgate, H. F., and Deen, R. C. (1969). “Temperature distribution within asphalt pavements and its relationship to pavement deflection.” Hwy. Res. Rec. 291, 116–131.
13.
Tabatbaie, A. M., and Barenberg, E. J. (1980). “Structural analysis of concrete pavement systems.” Transp. Engrg. J., ASCE, 106(5), 493–506.
14.
Taheri, M. R., Zaman, M. M., and Khanna, V. (1992). “Dynamic response of concrete airport pavements to temperature induced warping.” 16th Southeastern Conf. on Theoretical and Appl. Mech., II.10.17–II.10.26.
15.
Teller, L. W., and Sutherland, E. C. (1935). “The structural design of concrete pavements, part 2: observed effects of variations in temperature and moisture on the size, shape, and stress resistance of concrete pavement slabs.” Public Roads, 16(9), 169–197.
16.
Timoshenko, S., and Woinowsky‐Krieger, S. (1959). Theory of plates and shells. McGraw‐Hill Book Co., New York, N.Y.
17.
Westergaard, H. M. (1926). “Analysis of stresses in concrete pavements due to variations of temperature.” Proc. Hwy. Res. Board, 201–215.
18.
Yoder, E. J., and Witczak, M. W. (1975). Principles of pavement design. 2nd ed. John Wiley and Sons, New York, N.Y.
19.
Zaman, M., Taheri, M. R., and Khanna, V. (1993). “Dynamics of concrete pavement to temperature induced curling.” 72nd Ann. Mtg. of Transp. Res. Board, Preprint No. 93‐0344, Transportation Research Board, Washington, D.C.
Information & Authors
Information
Published In
Copyright
Copyright © 1994 American Society of Civil Engineers.
History
Received: Apr 27, 1992
Published online: Jan 1, 1994
Published in print: Jan 1994
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.