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Carbon fiber reinforced polymer (CFRP) has been extensively used to strengthen structures owing to its outstanding mechanical properties.
The external bonds of carbon fiber reinforced polymers (CFRP) used to strengthen structures are known to be vulnerable to delamination.
To prevent FRP delamination and efficiently strengthen structures, post-tension CFRP rods are installed for near-surface-mounted (NSM) strengthening.
It has been shown in many studies that fiber reinforced polymer (FRP) composite laminates can be used to effectively strengthen structures constructed by unreinforced masonry units.
The method of strengthening concrete structures with FRP composites has existed for over a decade; the most common way to strengthen structures is in bending, but also wrapping of columns is quite common.
Especially, the use of FRPs to strengthen structures against a blast terror or an impact accident is receiving great interests from specialists in the structural retrofitting and strengthening field.
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Carbon Fiber Reinforced Polymer (CFRP) is one of the advanced materials for strengthening structures.
Some suggestions are provided for the optimal design of FRP strengthened structures.
Up to now most studies concentrate on blast-resistance of FRP strengthened structures.
A relevant stress redistribution between the components of the examined strengthened structures was observed.
However, this effect has not been properly addressed in existing design guidelines for fiber-reinforced polymer (FRP) strengthening structures.
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