High strength concrete continuous deep beams - With web reinforcement and shear-span variations

Advances in Structural Engineering

Volumn 7, Issue 3, 2004, Pages 229-243

  Chemrouk, M ^a,b   Kong, F K ^c  

^a UNIVERSITY OF SCIENCES AND TECHNOLOGY HOUARI BOUMEDIENE   (Algeria)

^b EPAU   (Algeria)

^c NEWCASTLE UNIVERSITY   (United Kingdom)

Author keywords

Bearing failure; Bending moment distribution; Continuous deep beams; Diagonal cracking; Differential settlement; High strength concrete; Shear failure; Single span deep beams; Web reinforcement

Indexed keywords

CONTINUOUS DEEP BEAMS; DIAGNOL CRACKING; HIGH STRENGTH CONCRETES;

BENDING (DEFORMATION); CONCRETE REINFORCEMENTS; FAILURE (MECHANICAL); SHEAR STRENGTH; STEEL; STRUCTURAL LOADS;

CONCRETE BEAMS AND GIRDERS;

EID: 3042799767     PISSN: 13694332     EISSN: None     Source Type: Journal    
DOI: 10.1260/136943304323213184     Document Type: Article

References (13)

1. ACI Committee 318. (1990). Building Code Requirements for Reinforced Concrete ACI (318-89) and Commentary ACI (318R-89), American Concrete Institute, Detroit, July.
2. Canadian Standards Association. (1984). Design of Concrete Structures for Buildings (CAN-A23.3-M 84), CSA, Rexdale, Ontario, December.
3. CEB-FIP (1978). Model Code for Concrete Structures. Cement and Concrete Association (British Cement Association), London.
4. Chemrouk, M. and Kong, F.K. (2004). "Diagonal cracking and ultimate shear strength of slender high- strength concrete deep beams", Advances in Structural Engineering, Vol. 7, No. 3, pp. 17-28.
5. CIRIA Guide No. 2 (1984). The Design of Deep Beams in Reinforced Concrete, Construction Industry Research and Information Association, London.
6. Kong, F.K. (Editor) (1990). Reinforced Concrete Deep Beams, Van Nostrand Reinhold (New-York) and Blackie (London), p. 288, ISBN 0- 216-92695-5.
7. Kong, F.K., Robins, P.J and Sharp, G.R. (1975). "The design of reinforced concrete deep beams in current practice", The Structural Engineer, Vol. 3, No 4, April, pp. 173-180.
8. Kong, F.K., Teng, S., Maimba, P.P., Tan, K.H. and Guan, L.W. (1994). "Single span, continuous and slender deep beams made of high strength concrete", ACI special publication S.P 149; American Concrete Institute (USA), pp. 413- 431.
9. Leonhardt, F. and Walther, R. (1966). "Wandrtigue trager (deep beams)", Deutcher Ausschurs fur Stahlbeton, Berlin, (CIRIA Translation, January).
10. Rogowsky, D.M., MacGregor, J.M. and Ong, S.Y. (1986). "Tests of reinforced concrete deep beams", ACI Journal, American Concrete Institute (USA), Vol.83, No.4, pp. 614-623. July- August.
11. Rogowsky, D.M. (1990). "Continuous deep beams"; chapter 4 of Reinforced Concrete Deep Beams, pp. 95-114, (Editor F.K.Kong), Van Nostrand Reinhold (New York) and Blackie(London).
12. Smith, K.N. and Vantsiotis, A.S. (1982). " Shear strength of deep beams", ACI Journal, Proceedings, Vol. 79, No. 3, May- June, p. 213.
13. Tan, K.H., Kong, F.K., Teng, S. and Guan, L. (1995). "High- strength concrete deep beams with effective span and shear-span variations", ACI Structural Journal, Vol. 92, No. 4, July- August, pp. 395-405.