Temperature and Curling Stress in Concrete Pavements: Analytical Solutions-Reference-Cited by-同舟云学术

Temperature and Curling Stress in Concrete Pavements: Analytical Solutions

Published:1998-01 Issue:1 Volume:124 Page:91-100
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Liang Robert Y.¹,Niu Yan-Zhou²

Affiliation:

1. Prof. and Chair, Dept. of Civ. Engrg., Ctr. for Infrastructure Mat. and Rehabilitation, The Univ. of Akron, Akron, OH 44325.

2. Grad. Asst., Dept. of Civ. Engrg., Ctr. for Infrastructure Mat. and Rehabilitation, The Univ. of Akron, Akron, OH.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-947X%281998%29124%3A1%2891%29

Reference17 articles.

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 UT time-temperature model on duration of asphalt concrete construction season.” Report No. FHWA/OH-80/011 Columbus Ohio.

5. Temperature Variations in Concrete Bridges

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