Behavior of lap-spliced reinforcing bars embedded in high-strength concrete

ACI Structural Journal

Volumn 96, Issue 5, 1999, Pages 826-835

  Azizinamini, Atorod ^a   Pavel, Rob ^a   Hatfield, Erleen ^a   Ghosh, S K ^a  

^a NONE

Author keywords

Bond (concrete to reinforcement); Building codes; Deformed reinforcement; High strength concretes; Reinforcing steels; Splicing; Structural engineering

Indexed keywords

BARS (METAL); REINFORCEMENT; STEEL; STRENGTH OF MATERIALS;

REINFORCING BARS;

CONCRETES;

EID: 0033200751     PISSN: 08893241     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (4)

1. ACI Committee 318, "Building Code Requirements for Structural Concrete (ACI 318-95) and Commentary (318R-95)," American Concrete Institute, Farmington Hills, Mich., 1995, 369 pp.
2. Azizinamini, A.; Stark, M.; Roller, J. J.; and Ghosh, S. K., "Bond Performance of Reinforcing Bars Embedded in High-Strength Concrete," ACI Structural Journal, V. 90, No. 5, Sept.-Oct. 1993, pp. 554-561.
3. Changzheng, T.; Darwin, D.; Tholen, M. L.; and Zuo, J., "Splice Strength of Epoxy-Coated High Relative Rib Bars," report submitted by University of Kansas to NSF, FHWA, CERF, and RCRC, SL Report 96-2, May 1996.
4. Ferguson; Breen; and Jirsa, J. O., Reinforced Concrete Fundamentals, John Wiley and Sons, Inc., New York.