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Shear failure of reinforced concrete beams |
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| Affiliation: | 1. Department of Civil Engineering, National Cheng Kung University, 1 University Rd., Tainan City, 701, Taiwan;2. Department of Civil Engineering, National Yang Ming Chiao Tung University, 1001 University Rd., Hsinchu, 300, Taiwan;1. Department of Strength of Materials and Structural Engineering, Universitat Politècnica de Catalunya, Colom 11, 08222 Terrassa, Spain;2. Grasse Zur Composite Testing, Hohentwielsteig 6a, 14163 Berlin, Germany;1. École Polytechnique Fédérale de Lausanne, Station 18, CH-1015 Lausanne, Switzerland;2. University of Surrey, Guildford, Surrey GU2 7XH, United Kingdom |
| Abstract: | It has been suggested in a previous work that the causes of shear failure exhibited by reinforced concrete (RC) beams are associated with the stress conditions in the region of the path along which the compressive force is transmitted from support to support. The work described in this paper presents experimental evidence supporting the above concept. The work is based on a comparative study of the behaviour of concrete beams reinforced in compliance with this concept and that of beams reinforced in compliance with current design procedures. |
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