Use of BFRP bars for near surface mounted strengthening (NSM) is investigated.
Characterized the pullout behavior of BFRP bars.
Influential parameters such as bonded length, groove size and diameter of bar were investigated for pullout behavior.
Flexural strengthening of RC beams were carried out by using BFRP-NSM method.
NSM-BFRP strengthening can double the load carrying capability without loosing ductility of RC beams.