Bond strength variability in pullout specimens with plain reinforcement

ACI Structural Journal

Volumn 102, Issue 6, 2005, Pages 860-867

  Feldman, Lisa R ^a   Bartlett, F Michael ^a  

^a UNIVERSITY OF WESTERN ONTARIO   (Canada)

Author keywords

Bond; Reinforcement; Slip; Stress

Indexed keywords

COMPRESSIVE STRENGTH; COMPUTER SIMULATION; CONCRETE REINFORCEMENTS; FUNCTION EVALUATION; RESIDUAL STRESSES; STEEL; SURFACE ROUGHNESS; TENSILE STRESS;

LEAST SQUARE ANALYSIS; LINEAR FUNCTION; PLAIN REINFORCEMENT; REINFORCING STEEL;

BOND STRENGTH (MATERIALS);

EID: 28444497831     PISSN: 08893241     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (30)

1. Baldwin, M. I., and Clark, L. A., "The Assessment of Reinforcing Bars with Inadequate Anchorage," Magazine of Concrete Research, V. 47, No. 171, 1995, pp. 95-102.
2. Feldman, L. R.; MacFarlane, D. C.; Kroman, J. A.; and Bartlett, F. M., "Construction Staging of the Centre Street Bridge Rehabilitation to Accommodate Emergency Vehicle Traffic," 31st Annual Conference of the Canadian Society for Civil Engineering, 2003, 10 pp. (CD-ROM)
3. Loov, R. E., "Reinforced Concrete at the Turn of the Century," Concrete International, V. 13, No. 12, Dec. 1991, pp. 67-73.
4. Abrams, D. A., "Tests of Bond Between Concrete and Steel," University of Illinois Bulletin No. 71, University of Blinois, 1913, 240 pp.
5. Bach, C., and Graf, O., "Versuche mit Eisenbetonbalken zur Bestimmung des Einflusses der Hakenform der Eiseneinlagen (Tests with Reinforced Concrete Beams for Determination of the Influences of the Form of Reinforcement Hooks)," Deutscher Ausschuss für Eisenbeton, Heft 9, Berlin, Germany, 1911, p. 86.
6. Sheit, H., and Wawrziniok, O., "Versuche mit Eisenbeton-Balken zur Ermittlung der Wiedrstandfähigkeit von Stossverbindungen der Eiseneinlagen," Deutscher Ausschuss für Eisenbeton, Heft 14, Berlin, Germany, 1912, p. 54.
7. Sheit, H.; Wawrziniok, O.; and Amos, H., "Versuche mit Eisenbeton-Balken zur Ermittlung der Wiedrstandfähigkeit von Stossverbindungen der Eiseneinlagen," (Ergäinzungsversuche) Deutscher Ausschuss Jiir Eisenbeton, Berlin, Germany, 1917, p. 24.
8. MacGregor, J. G., Reinforced Concrete Mechanics and Design, 3rd Edition, Prentice-Hall, Upper Saddle River, N.J., 1997, 939 pp.
9. Expanded Metal and Corrugated Bar Co., "Tests of Bond Between Concrete and Steel," Reinforced Concrete Bulletin No. 1, St. Louis, Mo., 1906, 15 pp.
10. Mylrea, T. D., "Bond and Anchorage," ACI Journal, Proceedings V. 44, 1948, pp. 521-552.
11. Canadian Engineering Standards Association, "Standard Specification for Concrete and Reinforced Concrete," Canadian Engineering Standards Association, Ottawa, Ontario, Canada, 1929, 149 pp.
12. Canadian Standards Association, "CSA Standard A23.3-1970-Code for Design of Plain and Reinforced Concrete Structures," Rexdale, Ontario, Canada, 1970, 107 pp.
13. ACI Committee 318, "Building Code Requirements for Reinforced Concrete (ACI 318-63)," American Concrete Institute, Farmington Hills, Mich., 1963, 144 pp.
14. Canadian Standards Association, "CAN/CSA-S6-00--Canadian Highway Bridge Design Code," Canadian Standards Association, Rexdale, Ontario, Canada, 2000, 752 pp.
15. Canadian Standards Association, "CSA Standard A23.3-94-Design of Concrete Structures," Canadian Standards Association, Rexdale, Ontario, Canada, 1994, 220 pp.
16. ACI Committee 318, "Building Code Requirements for Structural Concrete (ACI 318-02) and Commentary (318R-02)," American Concrete Institute, Farmington Hills, Mich., 2002, 443 pp.
17. American Association of State Highway and Transportation Officials (AASHTO), "AASHTO LRFD Bridge Design Specifications," Washington, D.C., 1994, 1450 pp.
18. Feldman, L. R.; and Bartlett, F.M., "Design of a Testing Program for Bond of Plain Reinforcement," 5th International Symposium in Civil Engineering, Delft, The Netherlands, 2004, pp. 145-153.
19. Rust, S. J., "Rehabilitation of Historic Hillhurst (Louise) Bridge," PCI Journal, V. 42, No. 3, 1997, pp. 22-31.
20. Newman, K., and Lachance, L., "The Testing of Brittle Materials Under Uniform Uniaxial Compressive Stress," ASTM Proceedings, V. 64, 1964, pp. 1044-1067.
21. ACI Committee 408, "Bond and Development of Straight Reinforcing Bars in Tension (ACI 408R-03)," American Concrete Institute, Farmington Hills, Mich., 2003, 49 pp.
22. Barnes, R. W.; Grove, J. W.; and Burns, N. H., "Experimental Assessment of Factors Affecting Transfer Length," ACI Structural Journal, V. 100, No. 6, Nov.-Dec. 2003, pp. 740-748.
23. ASTM E 178-00, "Standard Practice for Dealing with Outlying Observations," ASTM International, West Conshohocken, Pa., 2000, 15 pp.
24. 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.
25. Withey, M.O., "Tests of Bond Between Concrete and Steel in Reinforced Concrete Beams," Bulletin of the University of Wisconsin No. 321, University of Wisconsin, Madison, Wis., 1909, 61 pp.
26. Edwards, A. D., and Yannopolous, P. J., "Local Bond-Stress to Slip Relationships for Hot Rolled Deformed Bars and Mild Steel Plain Bars," ACI Journal, Proceedings V. 76, No. 3, May-June 1979, pp. 405-420.
27. Bennett, E. W., and Snounou, I. G., "Bond-Slip Characteristics of Plain Reinforcing Bars Under Varying Stress," Conference: Bond in Concrete, Paisley, Scotland, 1982, pp. 140-150.
28. Kankam, C. K., "Relationship of Bond Stress, Steel Stress, and Slip in Reinforced Concrete," Journal of Structural Engineering, ASCE, V. 123, No. 1, 1997, pp. 79-85.
29. Gaillet, O., "Étude de la Longueur d'Anchrage Minimale pour les Aciers de Flexion Lisses dans les Poutres en Béton Armé," MS thesis, Université de Montréal, Montreal, Quebec, Canada, 1999, 266 pp. (in French)
30. Perry, E. S., and Thompson, J. N., "Bond Stress Distribution on Reinforcing Steel in Beams and Pullout Specimens," ACI Journal, Proceedings V. 63, 1966, pp. 865-874.