Enhancement of shear strength and ductility for reinforced concrete wide beams due to web reinforcement
The shear behavior of reinforced concrete wide beams was investigated. The experimental program consisted of nine beams of 29 MPa concrete strength tested with a shear span-depth ratio equal to 3.0. One of the tested beams had no web reinforcement as a control specimen. The flexure mode of failure w...
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| Hoofdauteurs: | , |
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| Formaat: | Artigo |
| Taal: | Inglês |
| Gepubliceerd in: |
Taylor & Francis Group
2013-12-01
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| Reeks: | HBRC Journal |
| Onderwerpen: | |
| Online toegang: | http://www.sciencedirect.com/science/article/pii/S1687404813000357 |
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