Splice strength of conventional and high relative rib area bars in normal and high-strength concrete

ACI Structural Journal

Volumn 97, Issue 4, 2000, Pages 630-641

  Zuo, Jun ^a   Darwin, David ^b  

^a Constructive Engineering Design ^*  (United States)

^b UNIVERSITY OF KANSAS   (United States)

Author keywords

Bond; Deformed reinforcement; Splice; Stirrup; Tie

Indexed keywords

AGGREGATES; CODES (STANDARDS); COMPRESSIVE STRENGTH; DEFORMATION;

BARS; HIGH STRENGTH CONCRETES;

REINFORCED CONCRETE;

EID: 0034236942     PISSN: 08893241     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (28)

1. ACI Committee 318, 1999, "Building Code Requirements for Structural Concrete (ACI 318-99) and Commentary (318R-99)," American Concrete Institute, Farmington Hills, Mich., 391 pp.
2. ASTM A 615/A 615M-95b, 1996, "Standard Specification for Deformed and Plain Billet-Steel Bars for Concrete Reinforcement," 1996 Annual Book of ASTM Standards, V. 1.04, ASTM, West Conshohocken, Pa., pp. 302-307.
3. Azizinamini, A.; Stark, M.; Roller, J. H.; and Ghosh, S. K., 1993, "Bond Performance of Reinforcing Bars Embedded in High-Strength Concrete," ACI Structural Journal, V. 90, No. 5, Sept.-Oct., pp. 554-561.
4. Azizinamini, A.; Chisala, M.; Roller, J. H.; and Ghosh, S. K., 1995, "Tension Development Length of Reinforcing Bars Embedded in High-Strength Concrete," Engineering Structures, V. 17, No. 7, pp. 512-522.
5. Barham, S., and Darwin, D., 1999, "Effects of Aggregate Type, Water-to-Cementitious Material Ratio, and Age on Mechanical and Fracture Properties of Concrete," SM Report No. 56, University of Kansas Center for Research, Lawrence, Kans., Aug., 95 pp.
6. Chamberlin, S. J., 1956, "Spacing of Reinforcement in Beams," ACI JOURNAL, Proceedings V. 53, No. 1, July, pp. 113-134.
7. Chamberlin, S. J., 1958, "Spacing of Spliced Bars in Beams," ACI JOURNAL, Proceedings V. 54, No. 8, Feb., pp. 689-698.
8. Chinn, J.; Ferguson, P. M.; and Thompson, J. N., 1955, "Lapped Splices in Reinforced Concrete Beams," ACI JOURNAL, Proceedings V. 52, No. 2, Oct., pp. 201-214.
9. Choi, O. C.; Hadje-Ghaffari, H.; Darwin, D.; and McCabe, S. L., 1991, "Bond of Epoxy-Coated Reinforcement: Bar Parameters," ACI Materials Journal, V. 88, No. 2, Mar.-Apr., pp. 207-217.
10. Darwin, D., and Graham, E. K., 1993, "Effect of Deformation Height and Spacing on Bond Strength of Reinforcing Bars,"ACI Structural Journal, V. 90, No. 6, Nov.-Dec., pp. 646-657.
11. Darwin, D.; Tholen, M. L.; Idun, E. K.; and Zuo, J., 1996a, "Splice Strength of High Relative Rib Area Reinforcing Bars,"ACI Structural Journal, V. 93, No. 1, Jan.-Feb., pp. 95-107.
12. Darwin, D.; Zuo, J.; Tholen, M. L.; and Idun, E. K., 1996b, "Development Length Criteria for Conventional and High Relative Rib Area Reinforcing Bars, " ACI Structural Journal, V. 93, No. 3, May-June, pp. 347-359.
13. Darwin, D.; Idun, E. K.; Zuo, J.; and Tholen, M. L., 1998, "Reliability-Based Strength Reduction Factor for Bond," ACI Structural Journal, V. 95, No. 4, July-Aug., pp. 434-443.
14. DeVries, R. A.; Moehle, J. P.; and Hester, W., 1991, "Lap Splice Strength of Plain and Epoxy-Coated Reinforcement," Report No. UCB/SEMM-91/02, University of California, Berkeley, Calif., Jan., 86 pp.
15. Esfahani, M. R., and Rangan, B. V., 1996, "Studies on Bond between Concrete and Reinforcing Bars," School of Civil Engineering, Curtin University of Technology, Perth, Western Australia, 315 pp.
16. Ferguson, P. M., and Breen, J. E., 1965, "Lapped Splices for High-Strength Reinforcing Bars," ACI JOURNAL, Proceedings V. 62, No. 9, Sept., pp. 1063-1078.
17. Hatfield, E.; Azizinamini, A.; and Pavel, R., 1996, "Minimum Stirrup Requirements for Tension Splices in High-Strength Concrete," Abstract No. 130, 4th International Symposium on Utilization of High-Strength/High-Performance Concrete, Paris, 10 pp.
18. Hester, C. J.; Salamizavaregh, S.; Darwin, D.; and McCabe, S. L., 1993, "Bond of Epoxy-Coated Reinforcement: Splices," ACI Structural Journal, V. 90, No. 1, Jan.-Feb., pp. 89-102.
19. Kadoriku, J., 1994, "Study on Behavior of Lap Splices in High-Strength Reinforced Concrete Members," PhD thesis, Kobe University, Mar., Japan, 201 pp.
20. Kozul, R., and Darwin, D., 1997, "Effects of Aggregate Type, Size, and Content on Concrete Strength and Fracture Energy," SM Report No. 43, University of Kansas Center for Research, Lawrence, Kans., June, 83 pp.
21. Maeda, M.; Otani, S.; and Aoyama, H., 1991, "Bond Splitting Strength in Reinforced Concrete Members," Transactions of the Japan Concrete Institute, V. 13, pp. 581-588.
22. Mathey, R. G., and Watstein, D., 1961. "Investigation of Bond in Beam and Pullout Specimens with High-Yield-Strength Deformed Bars," ACI JOURNAL, Proceedings V. 57, No. 9, Mar., pp. 1071-1090
23. Rezansoff, T.; Konkankar, U. S.; and Fu, Y. C., 1991, "Confinement Limits for Tension Lap Splices under Static Loading," Report, University of Saskatchewan, Saskatoon, Sask., Aug., 24 pp.
24. Rezansoff, T.; Akanni, A.; and Sparling, B., 1993, "Tensile Lap Splices under Static Loading: A Review of the Proposed ACI 318 Code Provisions," ACI Structural Journal, V. 90, No. 4, July-Aug. pp. 374-384.
25. Sakurada, T.; Morohashi, N.; and Tanaka, R., 1993, "Effect of Transverse Reinforcement on Bond Splitting Strength of Lap Splices," Transactions of the Japan Concrete Institute., V. 15, pp. 573-580.
26. Thompson, M.A.; Jirsa, J. O.; Breen, J. E.; and Meinheit, D. F., 1975, "The Behavior of Multiple Lap Splices in Wide Sections," Research Report No. 154-1, Center for Highway Research, The University of Texas at Austin, Feb., 75 pp.
27. Zekany, A. J.; Neumann, S.; and Jirsa, J. O., 1981, "The Influence of Shear on Lapped Splices in Reinforced Concrete," Research Report No. 242-2, Center for Highway Research, The University of Texas at Austin, July, 88 pp.
28. Zuo, J., and Darwin, D., 1998, "Bond Strength of High Relative Rib Area Reinforcing Bars," SM Report No. 46, University of Kansas Center for Research, Lawrence, Kans., Jan., 350 pp.