Response Of Statically Determined Steel Beams Reinforced By Cfrp Plates In The Elastic-plastic Regime

摘要

The paper presents a simple approach to evaluate the response of statically determined steel beams reinforced by carbon fiber reinforced polymer (CFRP) plates in the elastic-plastic regime. The formulation is applied to two cases: simply supported beams both with distributed and concentrated load. The proposed solution is validated by comparison with experimental data available in the literature.