Design of concrete beam reinforced with GFRP bars as per ACI codal provisions

¹ Department of Civil Engineering, GRIET, Hyderabad, India
² Department of Civil Engineering, CVR College of Engineering, Hyderabad, India
³ Department of Civil Engineering, VJIT, Hyderabad, India
⁴ Buliding and Construction Technical Engineering Department, College of Technical Engineering, The Islamic University, Najaf, Iraq
⁵ Uttaranchal School of Computing Sciences, Uttaranchal University, Dehradun 248007 INDIA

^* Corresponding author: rvsurajreddy@gmail.com

Abstract

This document provides design principles for concrete beams reinforced with glass fiber reinforced polymer (GFRP) bars per the ACI 440.1R-15 regulation. One of the main advantages of using glass fiber reinforced polymer rods instead of traditional steel reinforced rods is their lighter weight and higher corrosion resistance. However, the bending failure mode of FRP reinforced concrete (FRP-RC) beams is brittle rather than ductile because the elasticity of fiber reinforced polymer (FRP) bars is linear until failure and the elongation at break is small. For FRP-RC elements, concrete crushing compression failure, which gives various warnings before failure, is the preferred failure mode. In other words, unlike the usual design practice for reinforced concrete (steel-RC) beams, for FRP-RC beams, an over-reinforced structure is preferable to an under-reinforced structure. In addition, since the FRP RC member has low rigidity of the FRP rod, it bends more and cracks larger than the steel RC member. These factors limit the field of application of FRP. Here is a design example of a rectangular beam with tension reinforcement according to ACI regulations.