In this paper,a nonlinear elastic model to predict stress-strain relationship of circular concrete columns confined with fiber reinforced polymer(FRP) laminates is developed.

This paper is intended to introduce a method of calculating the resistance of ground connection of cylindrical reinforced concrete by the use of integral equation in boundary elements methods and draw up a corresponding program.

Experimental study on durability of FRP entirely-wrapped concrete cylinders and FRP strip-wrapped concrete cylinders under wet-dry cycles in salt solution

Experimentation of GFRP-concrete circular tube columns;

This method is employed to analyze the static behavior of six circular concrete-filled steel tubular columns under axial-compressing loading.

Simplified analytic models for glass fiber-reinforced polymer-confined concrete circular columns;