Recommended provisions and commentary on development and lap splice lengths for deformed reinforcing bars in tension

ACI Structural Journal

Volumn 102, Issue 6, 2005, Pages 892-900

  Darwin, David ^a   Lutz, LeRoy A ^b   Zuo, Jun ^c  

^a UNIVERSITY OF KANSAS   (United States)

^b Computerized Structural Design SC ^*  (United States)

^c Constructive Engineering Design Inc ^*  (United States)

Author keywords

Bar ribs; Bond; Development length; High relative rib area; Reinforcing bars; Splice length

Indexed keywords

BUILDING CODES; CALCULATIONS; DEFORMATION; MATHEMATICAL MODELS; REINFORCEMENT; RELIABILITY; TENSILE PROPERTIES;

BAR RIBS; DEVELOPMENT LENGTH; HIGH RELATIVE RIB AREA; REINFORCING BARS; SPLICE LENGTH;

STRUCTURAL DESIGN;

EID: 27944497277     PISSN: 08893241     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (12)

1. ACI Committee 318, "Building Code Requirements for Structural Concrete (ACI 318-05) and Commentary (318R-05)," American Concrete Institute, Farmington Hills, Mich., 2005, 430 pp.
2. ACI Committee 408, "Bond and Development of Straight Reinforcement in Tension (ACI 408R-03)," American Concrete Institute, Farmington Hills, Mich., 2003, 49 pp.
3. Zuo, J., and Darwin, D., "Splice Strength of Conventional and High Relative Rib Area Bars in Normal and High Strength Concrete," ACI Structural Journal, V. 97, No. 4, July-Aug. 2000, pp. 630-641.
4. Grundhoffer, T.; Mendis, P. A.; French, C. W.; and Leon, R., "Bond of Epoxy-Coated Reinforcement in Normal and High-Strength Concrete," Bond and Development of Reinforcement: A Tribute to Dr. Peter Gergely, SP-180, Roberto Leon, ed., American Concrete Institute, Farmington Hills, Mich., 1998, pp. 261-297.
5. ACI Committee 318, "Building Code Requirements for Structural Concrete (ACI 318-99) and Commentary (318R-99)," American Concrete Institute, Farmington Hills, Mich., 1999, 391 pp.
6. Darwin, D.; Tholen, M. L.; Idun, E. K.; and Zuo, J., "Splice Strength of High Relative Rib Area Reinforcing Bars," ACI Structural Journal, V. 93, No. 1, Jan.-Feb. 1996, pp. 95-107.
7. Darwin, D.; Zuo, J.; Tholen, M. L.; and Idun, E. K., "Development Length Criteria for Conventional and High Relative Area Reinforcing Bars," ACI Structural Journal, V. 93, No. 3, May-June 1996, pp. 347-359.
8. ACI Committee 318, "Building Code Requirements for Reinforced Concrete (ACI 318-83)," American Concrete Institute, Farmington Hills, Mich., 1983, 111 pp.
9. Sivakumar, B.; Gergely, P.; and White, R. N., "Suggestions for the Design of R/C Lapped Splices for Seismic Loading," Concrete International, V. 5, No. 2, Feb. 1983, pp. 46-50.
10. ACI Committee 408, "Splice and Development longth of High Relative Rib Area Reinforcing Bars in Tension (ACI 408.3-01) and Commentary (408.3R-01)," American Concrete Institute, Farmington Hills, Mich., 2001, 6 pp.
11. ASTM A 615/A 615M-04b, "Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement," ASTM International, West Conshohocken, Pa., 2004, 5 pp.
12. Darwin, D., and Graham, E. K., "Effect of Deformation Height and Spacing on Bond Strength of Reinforcing Bars," ACI Structural Journal, V. 90, No. 6, Nov.-Dec. 1993, pp. 646-657.