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Twenty five model beams were progressively loaded to failure in order to investigate the influence of the following variables on the behaviour of reinforced concrete deep beams : i) Concrete compressive strength ii) Reinforcement iii) Geometry. The model beams were all of 1500mm span, with a depth o...
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| Format: | Thesis |
| Language: | English English |
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Concrete Materials and Structural Integrity Research Unit (CoMSIRU)
2017
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