Calculation of the thermal stresses in concrete pavements at early ages

Gongcheng Lixue/Engineering Mechanics

Volumn 24, Issue 11, 2007, Pages 136-145

  Zhang, Jun ^a   Qi, Kun ^a   Zhang, Ming Hua ^a  

^a TSINGHUA UNIVERSITY   (China)

Author keywords

Average temperature; Early age concrete; Linear temperature; Nonlinear temperature; Nonlinear temperature distribution; Thermal stress

Indexed keywords

CREEP; MATHEMATICAL MODELS; NONLINEAR ANALYSIS; STRESSES; TEMPERATURE DISTRIBUTION; THERMAL STRESS;

AVERAGE TEMPERATURE; EARLY AGE CONCRETE; LINEAR TEMPERATURE; NONLINEAR TEMPERATURE; NONLINEAR TEMPERATURE DISTRIBUTION;

CONCRETE PAVEMENTS;

EID: 37149038986     PISSN: 10004750     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (16)

1. Zhang J, Li Z H. Analysis of the development of thermal stresses in concrete pavements at early ages[C]. Proceedings of the Knud Hojgaard Conference on Advanced Cement-Based Materials: Research and Teaching, Edited by Ole Mejlhede Jensen, Mette Geiker and Henrik Stang, 2005. 247-263.
2. Choubane B, Tia M. Analysis and verification of thermal gradient effects on concrete pavement[J]. Journal of Transportation Engineering, 1995, 121(1): 75-81.
3. Choubane B, Tia M. Nonlinear temperature gradient effect on maximum warping stresses in rigid pavements[J]. Transportation Research Record, 1992, 1370: 11-19.
4. Zhang J, Li V C. Influence of supporting base characteristics on the shrinkage induced stresses in concrete pavements[J]. ASCE Journal of Transportation Engineering, 2001, 127(6): 455-462.
5. Trost H. Stress relation of pre-stressed concrete[J]. Concrete and Steel Reinforced Concrete, 1967, 62: 230-238.
6. Bazant Z P, Panula L. Practical prediction of time dependent deformation of concrete[J]. Materials and Structures, Part I and II, 1978, 11(65): 307-328; Parts III and IV: 1978, 11(66): 415-434; Parts V and VI: 12(69): 169-173.
7. Westergaard H M. Analysis of stress in concrete pavements due to variations of temperature[C]. Proceedings of the 6th Ann Meeting, High Way Research Board, Washington D C, 1926. 201-215.
8. Bradbury R D. Reinforced concrete pavement[M]. Washington D C: Wire Reinforcement Institute, 1938. 34-41.
9. Rastrup E. Heat of hydration[J]. Magazine of Concrete Research, 1954, 6(17): 127-140.
10. Kim J K. Estimation of compressive strength by a new apparent activation energy function[J]. Cement and Concrete Research, 2001, 31(2): 217-225.
11. Gutsch A W. Properties of fresh concrete, experiments and modeling[D]. TU Braunschweig, 1998.
12. Byfors J. Plain concrete at early age[M]. CBI, 1980.
13. Zhu Bofang. Thermal stress and temperature control in mass concrete[M]. Beijing: China Electric Power Publishing House, 1999. (in Chinese)
14. Ruiz J M. Concrete temperature modeling and strength prediction using maturity concepts in the FHWA HIPERPAV software[C]. Proceedings of the 7th International Conference on Concrete Pavements, Orlando, Florida, USA, 2001.
15. Schindler A K, Ruiz J M, Rasmussen R O, Chang G K, Wathne L G. Concrete pavement temperature prediction and case studies with the FHWA HIPERPAV models[J]. Cement and Concrete Composites, 2004, 26(5): 463-471.
16. Timm D H, Guzina B B, Voller V R. Prediction of thermal crack spacing[J]. International Journal of Solids and Structures, 2003, 40(1): 125-142.