Tensile bond strengths of deformed bars of high-strength concrete

ACI Structural Journal

Volumn 93, Issue 1, 1996, Pages 11-20

  Hwang, Shyh Jiann ^a   Leu, Yih Ren ^a   Hwang, Han Lin ^a  

^a NONE

Author keywords

Bond (concrete to reinforcement); Deformed reinforcement; High strength concretes; Tensile properties

Indexed keywords

BOND STRENGTH (MATERIALS); CONCRETE REINFORCEMENTS; DEFORMATION; MODEL STRUCTURES; STATISTICAL METHODS; TENSILE PROPERTIES; TENSILE STRENGTH;

DEFORMED BARS; DEFORMED REINFORCEMENT; HIGH STRENGTH CONCRETE; TENSILE BOND STRENGTH;

CONCRETES;

EID: 0029776166     PISSN: 08893241     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (20)

1. ACI Committee 318, "Building Code Requirements for Reinforced Concrete and Commentary (ACI 318-89/ACI 318R-89)," American Concrete Institute, Detroit, 1989, 353 pp.
2. Zia, P., "Review of ACI Code for Design with High-Strength Concrete," Concrete International, Aug. 1983, pp. 16-20.
3. Orangun, C. O.; Jirsa, J. O.; and Breen, J. E., "Revaluation of Test Data on Development Length and Splices," ACI JOURNAL, Proceedings V. 74, No. 3, Mar. 1977, pp. 114-122.
4. Ferguson, P. M., "Small Bar Spacing or Cover - A Bond Problem for the Designer," ACI JOURNAL, Proceedings V. 74, No. 9, Sept. 1977, pp. 435-439.
5. Tepfers, R., "Theory of Bond Applied to Overlapped Tensile Reinforcement Splices for Deformed Bars," Publication No. 73:2. Division of Concrete Structures. Chalmers University of Technology, Goteborg, 1973, 328 pp.
6. Untrauer, R. E., and Warren, G. E., "Strees Development of Tension Steel In Beams," ACI JOURNAL, Proceedings V. 74, No. 8, Aug. 1977, pp. 368-372.
7. ACI Committee 408, "Suggested Development, Splice, and Standard Hook Provisions for Deformed Bars in Tension (ACI 408.1R-79)," American Concrete Institute, Detroit, 1979, 3 pp. Also ACI Manual of Concrete Practice, Part 3 (ACI 408.1R-90).
8. Jirsa, J. O.; Lutz, L. A.; and Gergely, P., "Rationale for Suggested Development, Splice, and Standard Hook Provisions for Deformed Bars in Tension," Concrete International, V. 1, No. 7, July 1979, pp. 47-61.
9. Treece, R. A., and Jirsa, J. O., "Bond Strength of Epoxy-Coated Reinforcing Bars," ACI Materials Journal, V. 86, No. 2, Mar.-Apr. 1989, pp. 167-174.
10. Rezansoff, T.; Konkankar, U.; and Fu, Y. C., "Confinement Limits for Tension Lap Splices under Static Loading," Canadian Journal of Civil Engineering, V. 19, No. 3, June 1992, pp. 447-453.
11. Rezansoff, T.; Akanni, A.; and Sparling, B., "Tensile Lap Splices under Static Loading: A Review of the Proposed ACI 318 Code Provisions," ACI Structural Journal, V. 90, No. 4, July-Aug. 1993, pp. 374-384.
12. Lutz, L. A.; Mirza, S. A.; and Gosain, N. K., "Changes to and Applications of Development and Lap Splice Length Protons for Bars in Tension (ACI 318-89)," ACI Structural Journal, V. 90, No. 4, July-Aug. 1993, pp 393-406.
13. ACI Committee 318, Subcommittee B. "Code Change CB-23. Development of Bars in Tension," draft document issued for review. American Concrete Institute, Detroit, 1992, 3 pp.
14. Ferguson, P. M., and Thompson, J. N., "Development Length of High-Strength Reinforcing Bars in Bond," ACI JOURNAL, Proceedings V. 59, No. 7, July 1962, pp. 887-922.
15. Olsen, N. H., "Strength of Overlapped Deformed Tensile Reinforcement Splices in High-Strength Concrete," Report Series R, No. 234, Department of Structural Engineering. Technical University of Denmark, 1990, 160 pp.
16. Moehle, J. P.; Wallace, J. W.; and Hwang, S. J., "Anchorage Lengths for Straight Bars in Tension," ACI Structural Journal, V. 88, No. 5, Sept.-Oct. 1991, pp. 531-537.
17. DeVries, R. A.; Moehle, J. P.; and Hester, W., "Lap Splice Strength of Plain and Epoxy-Coated Reinforcements." Report No. UCB/SEMM-91/02, Department of Civil Engineering. University of California at Berkeley, Jan. 1991, 86 pp.
18. 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.
19. Hwang, S. J.; Lee, Y. Y.; and Lee, C. S., "Effect of Silica Fume on the Splice Strength of Deformed Bars of High-Performance Concrete," ACI Sructural Journal, V. 91, No. 3, May-June 1994, pp. 294-302.
20. Setunge, S.; Attard, M. M.; and Darvall, P. L., "Ultimate Strength of Confined Very High-Strength Concretes," ACI Structural Journal, V. 90, No. 6, Nov.-Dec. 1993, pp. 632-641.