Shear strengthening of reinforced concrete beams using an external Carbon Fibre Reinforced Polymer
(CFRP) composites of low elastic modulus
(2007)
Thesis
(CFRP) composites of low elastic modulus. (Thesis). Salford : University of Salford
Beam-column joints designed seismically are considered impractical due to the congestion of steel stirrups. Currently, CFRP is used for strengthening reinforced concrete structures that have reduced integrity due to corrosion of steel reinforcement... Read More about Shear strengthening of reinforced concrete beams using an external Carbon Fibre Reinforced Polymer (CFRP) composites of low elastic modulus.