Performance evaluation of HSC beams with low flexural reinforcement
The main objective of the current research is to establish experimental data for minimum flexural reinforcement, ρmin, of high strength concrete (HSC) rectangular beams. Nine full-scale singly reinforced beams with flexural reinforcement ratios varying from 50% to 100% of the minimum limit specified...
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| Format: | Article |
| Language: | English |
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Taylor & Francis Group
2013-04-01
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| Series: | HBRC Journal |
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| Online Access: | http://www.sciencedirect.com/science/article/pii/S1687404812000624 |