This paper presents theoretical parametric study of the curvature ductility capacity for
reinforced concrete beam sections stiffened with steel plates. The study considers the behavior of
concrete and reinforcing steel under different strain rates. A computer program has been written to
compute the curvature ductility taking into account the spalling in concrete cover. Strain rate
sensitive constitutive models of steel and concrete were used for predicting the moment-curvature
relationship of reinforced concrete beams at different rate of straining. The study parameters are the
yield strength of main reinforcement, yield strength of transverse reinforcement, compressive
strength of concrete, spacing of stirrups and steel plate thickness. The results indicated that higher
strain rates improve both the curvature ductility and the moment capacity of reinforced concrete
beam sections. Moreover the section curvature ductility increases as the thickness of the stiffening
plates decreases.