Numerical Analysis of Crack Induced Debonding Mechanisms in FRP-Strengthened RC Beams
The continual deterioration of infrastructure has motivated researchers to look for new ways of repairing and monitoring existing structures. A particularly challenging problem confronting engineers in the revival of the infrastructure is the rehabilitation of reinforced concrete (RC) structures. Tr...
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| Language: | en |
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2009
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| Online Access: | http://hdl.handle.net/10012/4224 |