Strength and ductility of concrete confined circular columns

Abstract

Strength and ductility of concrete confined circular columns The design procedure of capacity and ductility on the concrete columns with circular cross section depending on the amount of the confining reinforcement is presented in this paper. The stress-strain model in which the longitudinal compressive strain of the concrete at failure is corresponding to the first fracture of the transverse reinforcement, is presented. The cross section capacity and the ductility factor corresponding to the longitudinal force and stirup distance is analyzed. Use of the similar design procedure on concrete-filled steel tubular columns and in strengthening of columns using still straps or FRP is possible.

Experimental studies on the behavior of concrete-filled uPVC tubular columns under axial compression loads

“…Ductility is the ability of the material to undergo inelastic deformation before failure. It is determined by the ratio of the strain at fracture (or strain at the inelastic yield strength demand) to strain at maximum elastic strength (Cui & Sheikh, 2010;Najdanović & Milosavljević, 2014;Wu, 2004;Zhang et al, 2012). Both the unconfined and confined ductility factors were calculated using the expression given in Equation (1) and stress-strain response parameters in Figure 22.…”