Rectangular stress block for high-strength concrete

ACI Structural Journal

Volumn 101, Issue 4, 2004, Pages 475-483

  Ozbakkaloglu, Togay ^a   Saatcioglu, Murat ^a  

^a NONE

Author keywords

Column; Concrete; High strength concrete; Stress

Indexed keywords

BENDING STRENGTH; BUILDING CODES; COLUMNS (STRUCTURAL); COMPRESSION TESTING; CONCRETE BUILDINGS; LOAD TESTING; REINFORCED CONCRETE; STRAIN; STRESSES; STRUCTURAL DESIGN;

AXIAL COMPRESSION; HIGH STRENGTH CONCRETE; MULTISTORY BUILDINGS; RECTANGULAR STRESS BLOCK;

CONCRETE CONSTRUCTION;

EID: 3242892405     PISSN: 08893241     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (39)

1. ACI Committee 318, "Building Code Requirement for Structural Concrete (ACI 318-02) and Commentary (318R-02)," American Concrete Institute, Farmington Hills, Mich., 2002, 443 pp.
2. Slater, W. A., and Lyse, I., "First Progress Report on Column Tests at Lehigh University," ACI Journal, Proceedings V. 27, Feb. 1931, pp. 677-730.
3. Richart, F. E., and Brown, R. L., "An Investigation of Reinforced Concrete Columns," University of Illinois Engineering Experimental Station, Bulletin Series No. 267, University of Illinois, Urbana, Ill., 1934, 91 pp.
4. Richart, F. E.; Draffin, J.; Olson, T. A.; and Heitman, R., "The Effect of Eccentric Loading, Protective Shells, Slenderness Ratios, and Other Variables in Reinforced Concrete Columns," University of Illinois Engineering Experimental Station, Bulletin Series No. 368, University of Illinois, Urbana, Ill., 1947, 130 pp.
5. Hognestad, E., "A Study of Combined Bending and Axial Load in Reinforced Concrete Members," University of Illinois Engineering Experimental Station, Bulletin Series No. 399, University of Illinois, Urbana, Ill., 1951, 128 pp.
6. Hognestad, E., "Ultimate Strength of Reinforced Concrete in American Design Practice," Bulletin D12, Portland Cement Association, Research and Development Laboratories, Chicago, Ill., 1961, 19 pp.
7. Mattock, A. H.; Kriz, L. B.; and Hognestad, E., "Rectangular Concrete Stress Distribution in Ultimate Strength Design," ACI Journal, Proceedings V. 57, Feb. 1961, pp. 875-928.
8. Mattock, A. H., and Kriz, L. B., "Ultimate Strength of Nonrectangular Structural Members," ACI Journal, Proceedings V. 57, Dec. 1960, pp. 737-766.
9. Ibrahim H., and MacGregor, J. G., "Flexural Behavior of High-Strength Concrete Columns," Report No. 196, Department of Civil Engineering, University of Alberta, Edmonton, Alberta, Canada, Mar. 1994, 197 pp.
10. 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.
11. Foster, S. J., and Attard, M. M., "Experimental Tests on Eccentrically Loaded High-Strength Concrete Columns," ACI Structural Journal, V. 94, No. 3, Mar.-Apr. 1997, pp. 295-303.
12. Lee, J.-H., and Son, H.-S., "Failure and Strength of High-Strength Concrete Columns Subjected to Eccentric Loads," ACI Structural Journal, V. 97, No. 1, Jan.-Feb. 2000, pp. 75-85.
13. CAN3-A23.3-94, "Design of Concrete Structures for Buildings," Canadian Standards Association, Ontario, Canada, 1994, 199 pp.
14. NZS 3101-1995, "The Design of Concrete Structures," Standards New Zealand, Wellington, New Zealand, 1995, 520 pp.
15. NS 3473, "Norwegian Standard for Design of Concrete Structures," The Norwegian Council for Building Standardisation, N.B.R., Oslo, Norway, 1989.
16. Saatcioglu, M., and Razvi, S. R., "High-Strength Concrete Columns with Square Sections," Journal of Structural Engineering, ASCE, V. 124, No. 12, Dec. 1998, pp. 1438-1447.
17. Cusson, D., and Paultre, P., "High-Strength Concrete Columns Confined by Rectangular Ties," Journal of Structural Engineering, ASCE, V. 120, No. 3, Mar. 1994, pp. 783-804.
18. Yong, Y. K.; Nour, M. G.; and Nawy, E. G., "Behavior of Laterally Confined High-Strength Concrete Under Axial Loads," Journal of Structural Engineering, ASCE, V. 114, No. 2, 1988, pp. 332-351.
19. Sun, Y. P., and Sakino, K., "Ductility Improvement of Reinforced Concrete Columns with High-Strength Materials," Transactions of the Japan Concrete Institute (JCI), V. 15, 1993, pp. 455-462.
20. Kaar, P. H.; Hanson, N. W.; and Capell, H. T., "Stress-Strain Characteristics of High-Strength Concrete," Douglas McHenry International Symposium on Concrete and Concrete Structures, SP-55, B. Bresler, ed., American Concrete Institute, Farmington Hills, Mich., pp. 161-185.
21. Razvi, S. R., and Saatcioglu, M., "Strength and Deformability of Confined High-Strength Concrete Columns," ACI Structural Journal, V. 91, No. 6, Nov.-Dec. 1994, pp. 678-687.
22. Rangan, B. V.; Saunders, P.; and Seng, E. J., "Design of High-Strength Concrete Columns," Evaluation and Rehabilitation of Concrete Structures and Innovations in Design, Proceedings of the ACI International Conference, SP-128, V. M. Malhotra, ed., American Concrete Institute, Farmington Hills, Mich., 1991, pp. 851-862.
23. Itakura, Y., and Yagenji, A., "Compressive Test on High-Strength R/C Columns and Their Analysis Based on Energy Concept," Proceedings of 10th World Conference on Earthquake Engineering, Madrid, 1992, pp. 2599-2602.
24. Watanabe, F., and Mugumura, H., "Toward the Ductility Design of Concrete Members (Overview of Researches in Kyoto University)," Proceedings of Pacific Concrete Conference, New Zealand, 1988, pp. 89-100.
25. Nagashima, T.; Sugano, S.; Kimura, H.; and Ichikawa, A., "Monotonic Axial Compression Test on Ultra High-Strength Concrete Tied Columns," Proceedings of 10th World Conference on Earthquake Engineering, Madrid, 1992, pp. 2983-2988.
26. Nishiyama, M.; Fukushima, I.; Watanabe, F.; and Muguruma, H., 1993, "Axial Loading Tests on High-Strength Concrete Prisms Confined by Ordinary and High-Strength Steel," Proceedings of the Symposium on High-Strength Concrete, Norway, pp. 322-329.
27. Sun, Y. P., and Sakino, K. et al., "Effect of Confinement of Transverse Reinforcement on the Axial Behavior of Concrete," Proceedings of Japan Concrete Institute (JCI), V. 16, No. 2, 1994, pp. 449-454.
28. Sakai, Y.; Hibi, J.; Otani, S.; and Aoyama, H., "Experimental Study of Flexural Behavior of Reinforced Concrete Columns Using High Strength Concrete," Transactions of the Japan Concrete Institute, V. 12, 1990, pp. 323-330.
29. Kato, D., and Wakatsuki, K., "Effects of Hoop Ties on the Stress-Strain Relation of Square Confined R/C Columns," Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, 1992, pp. 645-646.
30. Kato, D., "Stress-Strain Behaviors of Square Confined Reinforced Concrete Columns," Journal of Structural and Construction Engineering No. 422, 1991, Apr., pp. 65-74.
31. Saatcioglu, M., and Baingo, D., "Circular High-Strength Concrete Columns under Simulated Seismic Loading," Journal of Structural Engineering, ASCE, V. 125, No. 3, 1999, pp. 272-280.
32. Popovics, S., "Analytical Approach to Complete Stress-Strain Curves," Cement and Concrete Research, V. 3, No. 5, Sept. 1973, pp. 583-599.
33. Razvi, S. R., and Saatcioglu, M., "Stress-Strain Relationship for Confined High-Strength Concrete," Journal of Structural Engineering, ASCE, V. 125, No. 3, 1999, pp. 281-289.
34. Nedderman, H., "Flexural Stress Distribution in Very High Strength Concrete," MASc thesis, Dept. of Civil Engineering, University of Texas, Arlington, Tex., 1973.
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.
36. Ozden, S., "Behavior of High-Strength Concrete under Strain Gradient," MA thesis, University of Toronto, Toronto, Ontario, Canada, 1992, pp. 112-113.
37. 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.
38. Schade, J. E., "Flexural Concrete Stress in High Strength Concrete Columns," MASc thesis, Department of Civil Engineering, University of Calgary, Calgary, Alberta, Canada, Sept. 1992, 156 pp.
39. 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,