Proposed modifications to ACI 318-95 tension development and lap splice for high-strength concrete

ACI Structural Journal

Volumn 96, Issue 6, 1999, Pages 922-926

  Azizinamini, Atorod ^a   Darwin, David ^a   Eligehausen, Rolf ^a   Pavel, Rob ^a   Ghosh, S K ^a  

^a NONE

Author keywords

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

Indexed keywords

BOND (MASONRY); BUILDING CODES; COMPRESSIVE STRENGTH; CONCRETE REINFORCEMENTS; DUCTILITY; STEEL; STRESSES; STRUCTURAL DESIGN; YIELD STRESS;

HIGH-STRENGTH CONCRETES; LAP SPLICES; STIRRUPS; TENSION DEVELOPMENT;

CONCRETES;

EID: 0033232391     PISSN: 08893241     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (5)

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. Azizinamini, A.; Pavel, R.; Hatfield, E.; and Ghosh, S. K., "Behavior of Spliced Reinforcing Bars Embedded in High-Strength Concrete," ACI Structural Journal, V. 96, No. 5, Sept.-Oct., 1999, pp. 826-835.
4. Eligehausen, R., "Ubergreifungsstöße zugbeanspruchter Rippenstäbe mit geraden Stabenden," Deutscher Ausschuss Fuer Stahlbeton, Berlin, 301 pp., 1979. (in German)
5. Darwin, D.; Zuo, J.; Tholen, M. L.; and Idun, E. K., "Development Length Criteria for Conventional and High Relative Rib Area Reinforcing Bars," ACI Structural Journal, V. 93, No. 3, May-June 1996, pp. 347-359.