International Journal of Structural Analysis & Design
Author(s) : LIBORIO CAVALERI, MARINELLA FOSSETTI, MAURIZIO PAPIA, PIERO COLAJANNI
Results of experimental tests on two reinforced concrete columns confined with PBO-FRCM jacketing subject to axial load and bending moments are presented, showing the effectiveness of the confinement system. Comparison of test results against theoretical results derived by a fiber model stress the ability of the confinement system to enhance both strength and deformation capacity of the confined concrete