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Strengthening using near-surface mounted (NSM) carbon fibre reinforced polymer (CFRP) to increase the flexural and shear capacity of deficient reinforced concrete members is a promising method. Using the experimental results of single-lap shear testing with epoxy adhesive to develop a finite element model, the bond-slip relationships were obtained. ATENA 3-D finite element software was used to simulate...
Strengthening of reinforced concrete (RC) structures using the near-surface mounted (NSM) fibre reinforced polymer (FRP) technique is becoming an attractive system for upgrading these structures. The efficiency of this method depends on the bond between the concrete and the NSM FRP. Although different experimental and analytical studies on the bond of NSM FRP to concrete substrate under monotonic...
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