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Dr. Ali Saad Rizk Shanour :: Publications:

Title:
Analytical and experimental flexural behavior of concrete beams reinforced with glass fiber reinforced polymers bars
Authors: Maher A. Adam, Mohamed Said, Ahmed A. Mahmoud, Ali S. Shanour
Year: 2015
Keywords: Not Available
Journal: Construction and Building Materials
Volume: 84
Issue: 2015
Pages: 354–366
Publisher: Elsevier
Local/International: International
Paper Link:
Full paper Ali Saad Rizk Shanour_1-s2.0-S0950061815003049-main.pdf
Supplementary materials Not Available
Abstract:

This paper presents an experimental, numerical and analytical study of the flexural behavior of concrete beams reinforced with locally produced glass fiber reinforced polymers (GFRP) bars. Glass fiber reinforced polymers (GFRP) reinforcement bars has a lower stiffness than steel reinforcement, which should be accounted for the ultimate and serviceability conditions, including the impact on member deflection and crack widths. The bars are locally produced by double parts die mold using local resources raw materials. A total of ten beams, measuring 120 mm wide  300 mm deep  2800 mm long, were cast and tested up to failure under four-point bending. The main parameters were reinforcement material type (GFRP and steel), concrete compressive strength and reinforcement ratio (lb, 1.7 lb and 2.7 lb; where lb is the reinforcement ratio at balanced condition). The mid-span deflection, crack width and GFRP reinforcement strains of the tested beams were recorded and compared. The test results revealed that the crack widths and mid-span deflection were significantly decreased by increasing the reinforcement ratio. The ultimate load increased by 47% and 97% as the reinforcement ratio increased from lb to 2.7 lb. Specimens reinforced by 2.7 lb can produce some amount of ductility provided by the concrete. The recorded strain of GFRP reinforcement reached to 90% of the ultimate strains. A non-linear finite element analysis (NLFEA) was constructed to simulate the flexural behavior of tested beams, in terms of crack pattern and load deflection behavior. It can be considered a good agreement between the experimental and numerical results was achieved. Modifications to ACI 440.1R-06 equation for estimating the effective moment of inertia (Ie) of FRP-reinforced concrete beams, using regression analysis of experimental results, is proposed by introducing empirical factors that effectively decrease the Ie at high load level. The proposed equation is compared with different code provisions and previous models for predicting the deflection. It can proved that the proposed factors gives good estimation for the effective moment of inertia (Ie) works well for FRP-reinforced concrete beams at high load level.

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