Flexural behaviour and ductility of high strength concrete (HSC) beams with tension lap
An experimental program has been conducted in order to investigate the flexural behaviour of concrete beams with variable length of tension reinforcement lap splice. A test series of eighteen simple beams containing different lap splice length (0, 300, 500 and 700 mm) had been conducted in this inve...
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| Format: | Article |
| Language: | English |
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Elsevier
2015-09-01
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| Series: | Alexandria Engineering Journal |
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| Online Access: | http://www.sciencedirect.com/science/article/pii/S1110016815000496 |