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Extra resources for Reinforced Concrete Deep Beams

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14. From the Figure, it can be seen that the loss of the bond force results in an extension of the righthand side flexural crack sufficient to cause an increase dz of the lever arm z, such that Cdz=Va. Extension of the flexural crack reduces the depth of the neutral axis and thus increases locally the intensity of the compressive stress block. This change in the stress intensity should give rise to tensile stresses as described in ii). © 2002 Taylor & Francis Books, Inc. 14 Effect of bond failure on stress conditons in compressive zone.

Enlgish translation: CIRIA, London, 1970). A. M. (1984) Reinforced fibre concrete deep beams with web openings. Int. J. Cement Composites Lightwt. Concr. 6, 4: 263. T. C. (1987) Shear strength prediction for deep beams with web reinforcement. Am. Concr. Inst. Struct. J. 84, 6: 513. P. (1971) On the strength of reinforced concrete discs. Civil Engineering and Building Construction Series, No. 70, Acta Polytechnica Scandinavica, Copenhagen. H. J. (1986) Stress distribution in deep beams with web openings.

Van Nostrand Reinhold (UK) London, 3rd edn. Comité Européen de Béton. (1964) Recommendations for an International Code of Practice for Reinforced Concrete. English Edition, Cement and Concrete Association, London. Comité Européen de Béton-Fédération Internationale de la Précontrainte. (1978). Model Code for Concrete Structures. English Edition, Cement and Concrete Association, London. Commission of the European Communities. (Draft, 1984). Common Unified Rules for Concrete Structures, Eurocode 2, CEC, Brussels.

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