Comparative Study between Analytical and Theoretical Retrofitting of Rc Beam with Different Resins Bonded Cfrp Laminates

This thesis details experimental work and finite part simulation of concrete beams retrofitted with carbon fiber strengthened compound (CFRP).The objectives this study were to analyze the behavior develop model describing beams, supportive against results eventually investigation influence chemical resins(GP, ISO, Epoxy) on sweetening strengthening beams. The square measure performed designed in such approach that either flexural or shear are going be expected. rectangle loaded at exploitation 2 purpose bending till cracks developed. then blank CFRP. Finally failure. ANSYS program is employed models for