Role of bending beam rheometer parameters in thermal stress calculations

Transportation Research Record

Volumn , Issue 1875, 2004, Pages 9-13

  Marasteanu, Mihai O ^a  

^a UNIVERSITY OF MINNESOTA   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

ASPHALT; ASPHALT PAVEMENTS; BEAMS AND GIRDERS; BENDING (DEFORMATION); BINDERS; CRACK INITIATION; HIGHWAY ENGINEERING; SPECIFICATIONS; STIFFNESS; THERMAL STRESS;

LOW-TEMPERATURE CRACKING; STIFFNESS MAGNITUDE; THERMAL CRACKING; TIME-TEMPERATURE SUPERPOSITION;

RHEOMETERS;

EID: 14344265362     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/1875-02     Document Type: Conference Paper

References (6)

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3. Ponniah, J. E., and S. A. M. Hesp. The Use of Fracture Energy in Performance-Based Specifications of Asphalt Binders. Proceedings Canadian Technical Asphalt Association, Vol. 61, Eurobitume, Brussels, Belgium, 1996, pp. 127-144.
4. Basu, A. An Evaluation of the Time-Temperature Equivalence Factor and of the Physical Hardening Effects on Low-Temperature Asphalt Binder Specifications. M.S. thesis. University of Minnesota, Minneapolis, 2002.
5. Hopkins, I. L., and R. W. Hamming. On Creep and Relaxation. Journal of Applied Physics, Vol. 28, 1957, pp. 906-909.
6. Bouldin, M. G., R. N. Dongré, G. M. Rowe, M. J. Sharrock, and D. A. Anderson. Predicting Thermal Cracking of Pavements from Binder Properties: Theoretical Basis and Field Validation, Journal of the Association of Asphalt Paving Technologists, Vol. 69, 2000, pp. 455-496.