Behaviour of Shear Critical RC Beams with Corroded Longitudinal Steel Reinforcement
This thesis discusses the results of an experimental program designed to investigate the effect of corrosion on the behaviour of shear critical reinforced concrete (RC) beams. The results of twenty RC beams (ten deep beams and ten slender beams) are described and discussed. The test variables includ...
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| Language: | en |
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2010
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| Online Access: | http://hdl.handle.net/10012/5534 |