Modeling of Shear Strengthening of Reinforced Concrete Beams Retrofitted with Externally Bonded Fiber Reinforced Polymers
This thesis presents a study on the shear retrofit of reinforced concrete (RC) beams with externally bonded fiber reinforced polymers (FRP), since it is very important for RC beam to have a shear strength that is higher than the flexural strength in order to ensure ductile flexural failure mode. The...
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| Format: | Others |
| Language: | en |
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LSU
2013
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| Online Access: | http://etd.lsu.edu/docs/available/etd-04142013-233215/ |