Shear capacity assessment of corrosion-damaged reinforced concrete beams
The research presented here is a study to determine the effect of shear reinforcement corrosion on the shear capacity in conventionally reinforced concrete (CRC) bridge elements. A total of 14 CRC beams were tested using three stirrup spacings (8, 10, and 12-inch). Six of the beams included the infl...
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| Language: | en_US |
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2012
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| Online Access: | http://hdl.handle.net/1957/32376 |