Effect of the Presence of Pre-Service Construction Cracks in Concrete Decks on the Thermal Profile of Composite Steel-Concrete Bridges in Cold Regions
Author:
Affiliation:
1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Syracuse Univ., Syracuse, NY 13210.
2. Associate Professor and Chair, Dept. of Civil and Environmental Engineering, Lebanese American Univ., 211 E 46th St., New York, NY 10017.
Publisher
American Society of Civil Engineers
Link
http://ascelibrary.org/doi/pdf/10.1061/9780784481011.001
Reference23 articles.
1. Thermal and shrinkage stresses in composite beams;Zuk W.;ACI Journal,1961
2. Imbsen R. A. Vandershaf D. E. Schamber R. A. and Nutt R. V. (1985). "Thermal effects in concrete bridge superstructures." (NCHRP Report No. 276). Washington DC: Transportation Research Board.
3. Thermal Behavior of Composite Bridges
4. AASHTO . (2012). "LRFD Bridge Design Specifications." Washington DC.
5. Ramey G. E. and Wright R. (1994). "Assessing and enhancing the durability/longevity performances of highway bridges." (HRC Research Project 2-13506). Alabama: Auburn University.
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