Single-span, continuous, and slender deep beams made of high-strength concrete

American Concrete Institute, ACI Special Publication

Volumn SP-149, Issue , 1994, Pages 413-431

  Kong, F K ^a   Teng, S ^a   Maimba, P P ^b   Tan, K H ^a   Guan, L W ^a  

^a NANYANG TECHNOLOGICAL UNIVERSITY   (Singapore)

^b UNIVERSITY OF NAIROBI   (Kenya)

Author keywords

Buckling; Compressive strength; Cracking (fracturing); Deep beams; Diagonal tension; Experiments; High performance concretes; High strength concretes; Shear properties; Shear strength; Slenderness ratio; Standards; Web reinforcement

Indexed keywords

CONCRETE BEAMS AND GIRDERS;

CONCRETE DEEP BEAMS; DESIGN RECOMMENDATIONS; HIGH STRENGTH CONCRETES; HIGHER STRENGTH CONCRETE; NORMAL STRENGTH CONCRETES; SHEAR SPAN-TO-DEPTH RATIOS; STRENGTH OF CONCRETE; ULTIMATE SHEAR STRENGTH;

HIGH PERFORMANCE CONCRETE;

EID: 3142599334     PISSN: 01932527     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (17)

1. ACI Committee 363, "State-of-the-Art Report on High-Strength Concrete," ACI Committee Report- ACI 363R-92, 55 p., also in the ACI Manual of Concrete Practice- Part 1, 1993.
2. ACI Committee 318, "Building Code Requirements for Reinforced Concrete (ACI 318-89) and Commentary- ACI 318R-89," American Concrete Institute, Detroit, Michigan, 1989 (Revised 1992).
3. CEB-RP, "Model Code for Concrete Structures," Cement and Concrete Association, London, 1978.
4. CSA, "Design of Concrete Structures for Buildings (CAN3-A23.3-M84), Rexdale, Ontario: Canadian Standards Association, 1984, 281 p.
5. CIRIA, "CIRIA Guide 2: The Design of Deep Beams in Reinforced Concrete," Ove Arup and Partners, Construction Industry Research and Information Association, London, 1977 (reprinted 1984).
6. Kong, F.K.; Garcia, R.C.; Paine, J.M.; Wong, H.H.A.; Tang, C.W.J.; Chemrouk, M., "Strength and Stability of Slender Concrete Deep Beams," The Structural Engineer, Vol. 64B, No.3, September 1986, pp. 49-56.
7. Maimba, P.P., "Effect of Support Continuity on the Behaviour of Slender Reinforced Concrete Deep Beams," M.Phil Thesis, University of Newcastle upon Tyne, United Kingdom, 1989, 258 p.
8. Elzanaty, A.H.; Nilson, A.H.; Slate, F.O., "Shear Capacity of Reinforced Concrete Beams Using High-Strength Concrete," ACI Journal, Vol 83, March-April 1986, pp. 290-296.
9. Ahmad, S.H.; Khaloo, A.R.; Poveda, A., "Shear Capacity of Reinforced High-Strength Concrete Beams," ACI Journal, Vol. 83, March-April 1986, pp. 297-305.
10. Roller, J.J., and Russell, H.G., "Shear Strength of High-Strength Concrete Beams with Web Reinforcement," ACI Structural Journal, Vol. 87, MarchApril 1990, pp. 191-198.
11. Sarsam, K.F., and AI-Musawi, J.M.S., "Shear Design of High- and Normal Strength Concrete Beams with Web Reinforcement," ACI Structural Journal, Vol. 89, Nov-Dec 1992, pp. 658-664.
12. Collins, M.P., and Mitchell, D., "A Rational Approach to Shear DesignThe 1984 Canadian Code Provisions," ACI Journal, Vol. 83, No.6, NovDec 1986, pp. 925-933.
13. Kong, F.K. (Editor), "Reinforced Concrete Deep Beams," Blackie and Son, London, and Van Nostrand Reinhold, New York, 1990, 288 p.
14. Kong, F.K.; Robins, P.J.; Sharp, G.R., "The Design of Reinforced Concrete Deep Beams in Current Practice," The Structural Engineer, V. 53, No.4, April 1975, pp. 173-180: and Discussion in V. 53, No.7, July 1975, pp. 300-301.
15. Rogowsky, D.M.; MacGregor, J.G.; Ong, S.Y., "Tests of Reinforced Concrete Deep Beams," ACI Journal, V. 83, July-August 1986, pp. 614-623.
16. Mau, S.T., and Hsu, T.T.C., "Formula for the Shear Strength of Deep Beams," ACI Structural Journal, V. 86, Sept-Oct 1989, pp. 516-523.
17. Kong, F.K., and Wong, H.H.A., "Stability and Strength of Slender Concrete Deep Beams," Chapter 10 in "Reinforced Concrete Deep Beams" by F.K. Kong (Editor), Blackie and Son, London, and Van Nostrand Reinhold, New York, 1990.