Bond strength of lap-spliced bars

ACI Structural Journal

Volumn 102, Issue 4, 2005, Pages 605-614

  Canbay, Erdem ^a   Frosch, Robert J ^b  

^a MIDDLE EAST TECHNICAL UNIVERSITY   (Turkey)

^b PURDUE UNIVERSITY   (United States)

Author keywords

Bond; Reinforced concrete; Splice; Stirrup

Indexed keywords

BOND STRENGTH (MATERIALS); CONCRETE CONSTRUCTION; CRACKS; MATHEMATICAL MODELS; REGRESSION ANALYSIS; TENSILE TESTING;

LAP SPLICED BARS; REINFORCED CONCRETE CONSTRUCTION; STIRRUP;

REINFORCED CONCRETE;

EID: 22944439371     PISSN: 08893241     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (33)

1. ACI Committee 318, 2002, "Building Code Requirements for Structural concrete (ACI 318-02) and Commentary (318R-02)," American Concrete Institute, Farmington Hills, Mich., 443 pp.
2. ACI Committee 408, 1990, "Suggested Development, Splice, and Standard Hook Provisions for Deformed Bars in Tension (ACI 408.1R-90)," American Concrete Institute, Farmington Hills, Mich., 3 pp.
3. ACI Committee 408, 2003, "Bond and Development of Straight Reinforcing Bars in Tension (ACI 408R-03)," American Concrete Institute, Farmington Hills, Mich., 49 pp.
4. Azizinamini, A.; Chisala, M.; 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. Azizinamini, A.; Pavel, R.; Hatfield, E.; and Ghosh, S. K., 1999, "Behavior of Lap-Spliced Reinforcing Bars Embedded in High-Strength Concrete," ACI Structural Journal, V. 96, No. 5, Sept.-Oct., pp. 826-835.
6. Azizinamini, A.; Stark, M.; Roller, J. J.; 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.
7. Chamberlin S. J., 1958, "Spacing of Spliced Bars in Beams," ACI JOURNAL, Proceedings V. 54, No. 2, Feb., pp. 689-697.
8. Chinn, J.; Ferguson, P. M.; and Thompson, J. N., 1955, "Lapped Splices in Reinforced Concrete Beams," ACI JOURNAL, Proceedings V. 52, No. 10, Oct., pp. 201-213.
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. Cleary, D. B., and Ramirez, J. A., 1991, "Bond Strength of Epoxy-Coated Reinforcement," ACI Structural Journal, V. 88, No. 2, Mar.-Apr., pp. 146-149.
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. DeVries, R. A.; Moehle, J. P.; and Hester, W., 1991, "Lap Splice Strength of Plain and Epoxy-Coated Reinforcements: An Experimental Study Considering Concrete Strength, Casting Position, and Anti-Bleeding Additives," Report No. UCB/SEMM-91/02, Department of Civil Engineering, University of California Berkeley, Berkeley, Calif., Jan., 93 pp.
14. Ferguson, P. M., and Breen, J. E., 1965, "Lapped Splices for High Strength Reinforcing Bars, Part I & II," ACI JOURNAL, Proceedings V. 62, Sept., pp. 1063-1077.
15. Ferguson, P. M., and Briceno, E. A., 1969, "Tensile Lap Splices - Part I: Retaining Wall Type, Varying Moment Zone," Research Report No. 113-2, Center for Highway Research, The University of Texas at Austin, Austin, Tex., July, 39 pp.
16. Ferguson, P. M., and Krishnaswamy, C. N., 1971, "Tensile Lap Splices - Part 2: Design Recommendation for Retaining Wall Splices and Large Bar Splices," Research Report No. 113-2, Center for Highway Research, The University of Texas at Austin, Austin, Tex., Apr., 60 pp.
17. Goto, Y., 1971, "Cracks Formed in Concrete around Deformed Tension Bars," ACI JOURNAL, Proceedings V. 68, No. 4, Apr., pp. 244-251.
18. Hamad, B. S., and Itani, M. S., 1998, "Bond Strength of Reinforcement in High-Performance Concrete: The Role of Silica Fume, Casting Position, and Superplasticizer Dosage," ACI Materials Journal, V. 95, No. 5, Sept.-Oct., pp. 499-511.
19. Hamad, B. S., and Machaka, M. F., 1999, "Effect of Transverse Reinforcement on Bond Strength of Reinforcing Bars in Silica Fume Concrete," Materials and Structures, V. 32, July, pp. 468-476.
20. Hamad, B., and Mansour, M., 1996, "Bond Strength of Noncontact Tension Lap Splices," ACI Structural Journal, V. 93, No. 3, May-June, pp. 316-326.
21. Hasan, H. O.; Cleary, D. B.; and Ramirez, J. A., 1996, "Performance of Concrete Bridge Decks and Slabs Reinforced with Epoxy-Coated Steel under Repeated Loading," ACI Structural Journal, V. 93, No. 4, July-Aug., pp. 397-403.
22. 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.
23. Hwang, S. J.; Lee, Y. Y.; and Lee, C. S., 1994, "Effect of Silica Fume on the Splice Strength of Deformed Bars of High-Performance Concrete," ACI Structural Journal, V. 91, No. 3, May-June, pp. 294-302.
24. Jirsa, J. O.; Lutz, L. A.; and Gergely, P., 1979, "Rationale for Suggested Development, Splice, and Standard Hook Provisions for Deformed Bars in Tension," Concrete International, V. 1, No. 7, July, pp. 47-61.
25. Kadoriku, J., 1994, "Study on Behavior of Lap Splices in High-Strength Reinforced Concrete Members," doctorate thesis, Kobe University, Japan, Mar., 201 pp.
26. Orangun, C. O.; Jirsa, J. O.; and Breen, J. E., 1977, "A Reevaluation of Test Data on Development Length and Splices," ACI JOURNAL, Proceedings V. 74, No. 3, Mar., pp. 114-122.
27. 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.
28. Rezansoff, T.; Konkankar, U. S.; and Fu, Y. C., 1992, "Confinement Limits for Tension Lap Splices under Static Loading," Canadian Journal of Civil Engineering, V. 19, pp. 447-453.
29. Tepfers, R., 1979, "Cracking of Concrete Cover Along Anchored Deformed Reinforcing Bars," Magazine of Concrete Research, V. 31, No. 106, pp. 3-12.
30. Tepfers, R., 1982, "Lapped Tensile Reinforcement Splices," Journal of the Structural Division, ASCE, V. 108, No. ST1, pp. 283-301.
31. 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, Austin, Tex., Feb., 75 pp.
32. Treece, R. A., and Jirsa, J. O., 1989, "Bond Strength of Epoxy-Coated Reinforcing Bars," ACI Materials Journal, V. 86, No. 2, Mar.-Apr., pp. 167-174.
33. Zuo, J., and Darwin, D., 2000, "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., pp. 630-641.