Stress Block Parameters for High-Strength Concrete Members

ACI Structural Journal

Volumn 100, Issue 5, 2003, Pages 626-636

  Bae, Sungjin ^a   Bayrak, Oguzhan ^a  

^a The University of Texas at Austin   (United States)

Author keywords

Cover; High strength concrete; Spoiling; Strain; Stress

Indexed keywords

SPALLING; STRAIN; STRENGTH OF MATERIALS; STRESS ANALYSIS;

HIGH-STRENGTH CONCRETES (HSC);

CONCRETES;

EID: 0141854071     PISSN: 08893241     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (35)

1. ACI Committee 318, 2002, "Building Code Requirements for Structural Concrete (ACT 318-02) and Commentary (318R-02)," American Concrete Institute, Farmington Hills, Mich., 443 pp.
2. Cusson, D., and Paultre, P., "High-Strength Concrete Columns Confined By Rectangular Ties," Journal of Structural Engineering, ASCE, V. 120, No. 3, 1994, pp. 783-804.
3. Foster, S. J.; Liu, J.; and Sheikh, S., "Cover Spalling in HSC Columns Loaded in Concentric Compression," Journal of Structural Engineering, ASCE, V. 124, No. 12, 1998, pp. 1431-1437.
4. Foster, S. J., "On Behavior of High-Strength Concrete Columns: Cover Spalling, Steel Fibers, and Ductility," ACI Structural Journal, V. 98, No. 4, July-Aug. 2001, pp. 583-589.
5. Bayrak, O., "Seismic Performance of Rectilinearly Confined High Strength Concrete Columns," PhD dissertation, University of Toronto, Ontario, Canada, 1999, pp. 80-187.
6. Ozden, S., "Behavior of High-Strength Concrete under Strain Gradient," MA thesis, University of Toronto, Ontario, Canada, 1992, pp. 112-113.
7. CAN 3-A23.3-M94, "Design of Concrete Structures in Buildings," Canadian Standards Association, Rexdale, Ontario, Canada, 1994.
8. NZS 3101-1995, "The Design of Concrete Structures," Standards New Zealand, Wellington, New Zealand, 1995, 520 pp.
9. Mattock, A. H.; Kriz, L. B.; and Hognestad, E., "Rectangular Concrete Stress Distribution in Ultimate Strength Design," ACI JOURNAL, Proceedings V. 57, No. 8, Feb. 1961, pp. 875-928.
10. Whitney, C. S., "Design of Reinforced Concrete Members Under Flexure or Combined Flexure and Direct Compression," ACI JOURNAL, Proceedings V. 33, Mar.-Apr. 1937, pp. 483-498.
11. Hognestad, E.; Hanson, N. W.; and McHenry, D., "Concrete Stress Distribution in Ultimate Strength Design," ACI JOURNAL, Proceedings V. 52, Dec. 1955, pp. 455-479.
12. Nedderman, H. "Flexural Stress Distribution in Very High Strength Concrete," MASc thesis, Department of Civil Engineering, University of Texas, Arlington, Tex., 1973.
13. ACI Committee 318, "Building Code Requirements for Reinforced Concrete (ACI 318-77)," American Concrete Institute, Farmington Hills, Mich., 1977, 132 pp.
14. Ibrahim, H. H. H., and MacGregor, J. G., "Modification of the ACI Rectangular Stress Block for High-Strength Concrete," ACI Structural Journal, V. 94, No. 1, Jan.-Feb. 1997, pp. 40-48.
15. Li, B.; Park, R.; and Tanaka, H., "Strength and Ductility of Reinforced Concrete Members and Frames Constructed Using High-Strength Concrete," Research Report No. 94-5, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand, 1994, 373 pp.
16. Azizinamini, A.; Kuska, S. S. B.; Brungardt, P.; and Hatfield, E., "Seismic Behavior of Square High-Strength Concrete Columns," ACI Structural Journal, V. 91, No. 3, May-June 1994, pp. 336-345.
17. "CEB-FIP Model Code 1990," Comite Euro-International du Beton, 1990, Thomas Telford, 437 pp.
18. Razvi, S. R., and Saatcioglu, M., "Tests of High-Strength Concrete Columns under Concentric Loading," Report OCEERC 96-03, University of Ottawa, Canada, 1996.
19. Ibrahim, H. H. H., and MacGregor, J. G., "Tests of Eccentrically Loaded High-Strength Concrete Columns," ACI Structural Journal, V. 93, No. 5, Sept.-Oct. 1996, pp. 585-594.
20. Popovics, S., A Numerical Approach to the Complete Stress-Strain Curve of Concrete, Cement and Concrete Research, Pergamon Press Inc., V. 3, 1973, pp. 583-599.
21. Tomaszewicz, A., "Stress-Strain Relationship for Concrete," Report No. STF65A84065, Cement and Concrete Institute (SINTEF div. FCB), Trondheim-NTH, 1984.
22. Thornfeldt, E.; Tomaszewicz, A.; and Jensen, J. J., "Mechanical Properties of High-Strength Concrete and Applications in Design," Proceedings of Utilization of High Strength Concrete, Stavanger, Norway, Tapir, Trondheim, 1987, pp. 149-159.
23. Collins, M. P.; Mitchell, D.; and MacGregor, J. G., "Structural Design Considerations for High-Strength Concrete," Concrete International, V. 15, No. 5, May 1993, pp. 27-34.
24. Carrasquillo, R. L.; Nilson, A. H.; and Slate, F. O., "Properties of High Strength Concrete Subject to Short-Term Loads," ACI JOURNAL, Proceedings V. 78, No. 3, May-June 1981, pp. 171-178.
25. Park, R., and Priestley, M. J. N., "Ductility of Square-Confined Concrete Columns," Journal of the Structural Division, ASCE, V. 108, No. 4, 1982, pp. 929-950.
26. Abrams, D. P., "Influence of Axial Force Variations on Flexural Behavior of Reinforced Concrete Columns," ACI Structural Journal, V. 84, No. 3, May-June 1987, pp. 246-254.
27. Saatcioglu, M., and Ozcebe, G., "Response of Reinforced Concrete Columns to Simulated Seismic Loading," ACI Structural Journal, V. 86, No. 1, Jan.-Feb. 1989, pp. 3-12.
28. Sheikh, S. A.; Shah, D. V.; and Khoury, S. S., "Confinement of High-Strength Concrete Columns," ACI Structural Journal, V. 91, No. 1, Jan.-Feb. 1994, pp. 100-111.
29. Wahidi, S. A. A., "Strength and Behavior of Reinforced Concrete Columns Made from High Performance Materials," PhD dissertation, University of Texas at Austin, Austin, Tex., 1995, 299 pp.
30. Basappa, R. H., and Rangan, B. V., "Strength of High Strength Concrete Columns under Eccentric Compression," Research Report No. 2/95, School of Civil Engineering, Curtin University of Technology, Perth, Australia, 1995, pp. 12-25.
31. Foster, S. J., and Attard, M. M., "Experimental Tests on Eccentrically Loaded High-Strength Concrete Columns," ACI Structural Journal, V. 94, No. 3, May-June 1997, pp. 295-303.
32. Lloyd, N. A., and Rangan B. V., "Studies on High-Strength Concrete Columns under Eccentric Compression," ACI Structural Journal, V. 93, No. 6, Nov.-Dec. 1996, pp. 631-638.
33. Legergon, F., and Paultre, P., "Behavior of High-Strength Concrete Columns under Cyclic Flexure and Constant Axial Load," ACI Structural Journal, V. 97, No. 4, Jul.-Aug. 2000, pp. 591-601.
34. Kaar, P. H.; Hanson, N. W.; and Capell, H.T., "Stress-Strain Characteristics of High-Strength Concrete," Research and Development Bulletin RD051.01D, Portland Cement Association, Skokie, Ill., 1977, p. 1-10.
35. Swartz, S. E.; Nikaeen, A.; Narayan Babu, H. D.; Periyakaruppan, N.; and Rfai, T.M.E., "Structural Bending Properties of Higher Strength Concrete," High-Strength Concrete, SP-87, H. G. Russell, ed., American Concrete Institute, Farmington Hills, Mich., 1985, pp. 147-178.