Luiz Fernando Honorato Teodoro

Rotational stiffness of precast beam-column connections with steel fiber-reinforced concrete in corbel and beam dapped-end

Abstract This paper investigates the semirigid behavior of a precast beam–column connection with a column corbel and a beam dapped-end using a three-dimensional nonlinear finite element model and steel fiber–reinforced concrete in the force-transfer regions. The numerical model was calibrated and validated against expe...