Conference
Behaviour of FRP-PC members subjected to combined torsion, shear and bending
Abstract
International design codes contain detailed provisions for determining the ultimate capacity of conventional Reinforced Concrete (RC) and Prestressed Concrete (PC) members subjected to combined bending, shear and torsion. Similar provisions lack for members with Fibre Reinforced Polymer (FRP) reinforcement. In general, there is paucity of research on the treatment of torsion combined with other stress resultants in FRP-PC structures. Critical …
Authors
Razaqpur AG; Rizzuti L; Spadea G; Bencardino F
Publication Date
January 1, 2012
Conference proceedings
Proceedings of the 6th International Conference on Frp Composites in Civil Engineering Cice 2012