Performance of concrete bridge decks and slabs reinforced with epoxy-coated steel under repeated loading

American Concrete Institute, ACI Special Publication

Volumn SP180, Issue , 1998, Pages 391-404

  Hasan, H O ^a   Cleary, D B ^b   Ramirez, J A ^c  

^a Ministry of Education and Culture   (Indonesia)

^b BLACK AND VEATCH   (United States)

^c PURDUE UNIVERSITY   (United States)

Author keywords

Bond (concrete to reinforcement); Coatings; Concrete width; Crack width; Cyclic load; Deflections; Deformed reinforcement epoxy resins; Fatigue (materials); Lap connections; Splicing; Structural design

Indexed keywords

CONCRETE SLABS; REINFORCED CONCRETE; STRESS ANALYSIS;

CORROSIVE AGENTS; EPOXY-COATED REINFORCEMENT; EPOXY-COATED STEELS; MODIFICATION FACTORS; REPEATED LOADING; REPEATED LOADS; STRENGTH RATIOS; STRESS RANGE;

BRIDGE DECKS;

EID: 33845658545     PISSN: 01932527     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (14)

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11. Grundhoffer, T.; French, Lorentz C.; and Leon, R., "Bond Strength and Durability of Coated and Uncoated Rebar," Proceedings, Third NSF Workshop on Bridge Engineering, Research in Progress, La Jolla, Calif., Nov. 1992, pp. 31-34.
12. Hasan, Hendy O., "Structural Performance of Concrete Bridge Decks Reinforced with Epoxy-Coated Steel Under Fatigue Loading," a thesis submitted to the faculty of Purdue University in partial fulfillment of the requirements for the degree of Doctor of Philosophy, Purdue University, West Lafayette, Indiana, 1994, 300 pp.
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