F. K. Kong MA, MSc, PhD, CEng, FICE, FIStructE, R. H. Evans CBE, DSc, D ès Sc, DTech, PhD, CEng, FICE, FIMechE, FIStructE (auth.)-Reinforced and Prestressed Concrete-Springer US (1987)

246 Shear, bond and tors ion
9 Clark, L. A. and Thorogood, P. Shear strength of concrete beams in hogging
regions. Proc. ICE (Part 2), 79, June 1985, pp. 315-26.
10 Taylor, H. P. J. The fundamental behaviour of reinforced concrete beams in
bending and shear. Proceedings ACI-ASCE Shear Symposium, Ottawa, 1973
(ACI Special Publication SP42). American Concrete Institute, Detroit, 1974,
pp.43-77.
11 Nawy, E. G. Shear, diagonal tension and torsional strength. In Handbook of
Structural Concrete, edited by Kong, F. K., Evans, R. H., Cohen, E. and RolI,
F. Pitman, London and McGraw-HiII, New York, 1983, Chapter 12, Section 3.
12 CIRIA Guide 2: The Design of Deep Beams in Reinforced Concrete. Ove Arup
and Partners, London, and Construction Industry Research and Information
Association, London, 1984.
13 Reynolds, C. E. and Steedman, J. C. Reinforced Concrete Designer's Handbook,
9th ed. Cement and Concrete Association, Slough, 1981 (Table 151:
deep beams).
14 Kong, F. K. Reinforced concrete deep beams. In Concrete Framed Structures,
edited by Narayanan, R. Eisevier Applied Science Publishers, Barking, 1986,
Chapter 6.
15 Kong, F. K., Garcia, R. c., Paine, J. M., Wong, H. H. A., Tang, C. W. J. and
Chemrouk, M. Strength and stability of slender concrete deep beams. The
Structural Engineer, 648, No. 3, Sept. 1986, pp. 49-56.
16 Kong, F. K. and Sharp, G. R. Structural idealization for deep beams with web
openings. Magazine of Concrete Research, 29, No. 99, June 1977, pp. 81-91.
17 Kong, F. K., Sharp, G. R., Appleton, S. c., Beaumont, C. J. and Kubik,
L. A. Structural idealization for deep beams with web openings-further
evidence. Magazine of Concrete Research, 30, No. 103, June 1978, pp. 89-95.
18 Kong, F. K., Robins, P. J. and Sharp, G. R. The design of reinforced concrete
deep beams in current practice. The Structural Engineer, 53, No. 4, April
1975, pp. 173-80.
19 Kong, F. K. and Singh, A. Diagonal cracking and uItimate loads of lightweight
concrete deep beams. Proc. ACI, 69, No. 8, Aug. 1972, pp. 513-21.
20 Cusens, A. R. and Besser, 1. 1. Shear strength of reinforced concrete wallbeams
under combined top and bottom loads. The Structural Engineer, 638,
No. 3, Sept. 1985, pp. 50-6.
21 Haque, M., Rasheeduzzafar, A. and AI-Tayyib, H. J. Stress distribution in
deep beams with web openings. ASCE Journal of Structural Engineering, 112,
No. 5, May 1986, pp. 1147-65.
22 Rajagopolan, K. S. and Ferguson, P. M. Exploratory sheer tests emphasizing
percentage of longitudinal steel. Proc. ACI, 65, No. 8, Aug. 1968, pp. 634-8.
23 Kani, G. N. J. How safe are our large reinforced concrete beams? Proc. ACI,
64, No. 3, March 1967, pp. 128-41.
24 Taylor, H. P. J. Shear strength of large beams. Proc. ASCE, 98, No. STll,
Nov. 1972, pp. 2473-90.
25 Swamy, R. N. and Qureshi, S. A. Shear behaviour of reinforced concrete
T beams with web reinforcement. Proc. ICE, 57 (Part 2), March 1972,
pp.35-49.
26 I.Struct.E.lICE Joint Committee. Manual for the Design of Reinforced
Concrete Building Structures. Institution of Structural Engineers, London,
1985.
27 Kong, F. K., Robins, P. J., Singh, A. and Sharp, G. R. Shear analysis and
design of reinforced concrete deep beams. The Structural Engineer, 50, No. 10,
Oct. 1972, pp. 405-9.
28 Kong, F. K. and Sharp, G. R. Shear strength of lightweight concrete deep