TECHNICAL PAPERS
May 1, 1986

Stress Distribution in Deep Beams with Web Openings

Publication: Journal of Structural Engineering
Volume 112, Issue 5

Abstract

The present work is a photoelastic investigation of the stress distribution in deep beams with and without web openings. The general form of stress diffusion has been established and the critical zones have been identified. The critical tensile and shear stresses have been evaluated and their sensitivity to various span‐to‐depth ratios and opening positions along the span have been established. Based on stress flow pattern and contour lines of principal tensile stresses, failure mechanisms have been predicted and recommendations have been made for the design of reinforced concrete deep beams.

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References

1.
Building Code Requirements of Reinforced Concrete (ACI 318‐77), American Concrete Institute, Detroit, Mich., 1977.
2.
CEB‐FIP, International Recommendations for the Design and Construction of Concrete Structures, Appendix 3, Deep Beams, Cement and Concrete Association, June, 1970.
3.
Design of Deep Girders, Portland Cement Association, ISO 79D, 1946, p. 10.
4.
Durelli, A. J., and Riley, W. F., Introduction to Photomechanics, Prentice Hall, Inc., New York, N.Y.
5.
Frocht, M. M., and Guernsey, R., “Studies in Three‐Dimensional Photoelasticity,” Proceedings, First U.S. National Congress of Applied Mechanics, June, 1951, pp. 301–307.
6.
Frocht, M. M., and Guernsey, R., “Further Work on General Three‐Dimensional Photoelastic Problem,” Journal of Applied Mechanics, Vol. 22, 1955, pp. 183–189.
7.
Joint ASCE‐ACI Task Committee on Shear and Diagonal Tension, “The Shear Strength of Reinforced Concrete Members,” Journal of the Structural Division, ASCE, Vol. 99, ST6, June, 1973, pp. 1091–1187.
8.
Kong, F. K., Robins, R. J., Singh, A., and Sharp, G. R., “Shear Analysis and Design of Reinforced Concrete Deep Beams,” The Structural Engineer, Vol. 50, No. 10, Oct., 1972, pp. 405–409.
9.
Kong, F. K., and Sharp, G. R., “Shear Strength of Lightweight Reinforced Concrete Deep Beams with Web Openings,” The Structural Engineer, Vol. 51, No. 8, Aug., 1973, pp. 267–275.
10.
Kong, F. K., and Sharp, G. R., “Structural Idealization for Deep Beams with Web Openings,” Magazine of Concrete Research, Vol. 29, No. 99, June, 1977, pp. 81–91.
11.
Kong, F. K., et al., “Structural Idealization for Deep Beams with Web Openings: Further Evidence,” Magazine of Concrete Research, Vol. 30, No. 103, June, 1978, pp. 89–95.
12.
Kubik, L. A., “Predicting the Strength of Reinforced Concrete Deep Beams with Web Openings,” Proceedings of Institution of Civil Engineers, Part 2, No. 69, Dec., 1980, pp. 939–958.
13.
Leonhardt, F., and Walther, R., “Wandartige Trager (Deep Beams),” Deutscher Ausschuss fur Stahlbeton, Bulletin 178, Berlin, Germany, 1966.
14.
Ove Arup & Partners, “The Design of Deep Beams in Reinforced Concrete,” CIRIA Guide 2, London, U.K., Jan., 1977, p. 131.
15.
Prabhat, Kumar, “Collapse Load of Deep Reinforced Concrete Beams,” Magazine of Concrete Research, Vol. 28, No. 94, Mar., 1976, pp. 30–36.
16.
Ray, S. P., and Reddy, C. S., “Strength of Reinforced Concrete Deep Beams with and without Opening in the Web,” The Indian Concrete Journal, Vol. 53, Sept., 1979, pp. 242–246.
17.
Ray, S. P., and Reddy, C. S., “Some Tests on Reinforced Concrete Deep Beams with and without Opening in the Web,” The Indian Concrete Journal, Vol. 54, July, 1980, pp. 189–194.

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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 112Issue 5May 1986
Pages: 1147 - 1165

History

Published online: May 1, 1986
Published in print: May 1986

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Authors

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M. Haque
Lect., Civ. Engrg. Dept. Univ. of Petroleum and Minerals, Dhahran, Saudi Arabia
Rasheeduzzafar
Prof., Civ. Engrg. Dept., Univ. of Petroleum and Minerals, Dhahran, Saudi Arabia
A. H. J. Al‐Tayyib
Asst. Prof., Civ. Engrg. Dept., Univ. of Petroleum and Minerals, Dhahran, Saudi Arabia

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