
Strut-and-tie model for externally bonded CFRP-strengthened reinforced concrete deep beams based on particle swarm optimization algorithm: CFRP debonding and rupture
Keywords: Strut-and-tie model; Concrete; CFRP; Deep beams; Shear strength; Particle swarm optimization; CFRP debonding and failure modes; MATLAB; ABAQUS;