A new technology of strengthening reinforced concrete (RC) structures using near-surface mounted (NSM) carbon fiber-reinforced polymer (CFRP) strips was used and a total of 6 T-shaped RC beams were investigated by a new modified beam-shear test program in order to study the two key factors influencing bond behavior of NSM-CFRP strips to concrete, including: bond length and loading mode. The bond failure modes and bond mechanisms were discussed, leading to a number of suggestions for engineering use.
Experimental Investigation on Bond Behaviour of T-Type RC Beams Strengthened by NSM-CFRP Strips
Second International Conference on Transportation Engineering ; 2009 ; Southwest Jiaotong University, Chengdu, China
2009-07-29
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
Highways and roads , Information technology (IT) , Transportation management , Construction , Freight transportation , Bonding , Experimentation , Fiber reinforced polymer , Water transportation , Air transportation , Rail transportation , Optimization , Concrete beams , Public transportation , Traffic management
Experimental Investigation on Bond Behavior of T-Type RC Beams Strengthened by NSM-CFRP Strips
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