Journal ArticleDOI
Effective Moment of Inertia for Glass Fiber-Reinforced Polymer-Reinforced Concrete Beams
TLDR
In this paper, the authors investigated the deflection behavior of concrete flexural members reinforced with glass fiber-reinforced polymer (GFRP) reinforcing bars and found that the ACI 440.1R model overestimates the effective moment of inertia and an appropriate modification is presented.Abstract:
This paper investigates deflection behavior of concrete flexural members reinforced with glass fiber-reinforced polymer (GFRP) reinforcing bars. It is recognized that serviceability plays a major role in the design of GFRP-reinforced concrete beams. Therefore, accurate modeling of flexural stiffness is critical and the effect of influencing parameters must be considered. This study accounts for variations in concrete strength, reinforcement density, and shear span-depth ratio. Experimental results from 48 simply supported concrete beams reinforced with GFRP are compared with ACI Committee 440's published deflection model. The ACI 440.1R model is found to overestimate the effective moment of inertia, and an appropriate modification is presented.read more
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Journal ArticleDOI
Reevaluation of Deflection Prediction for Concrete Beams Reinforced with Steel and Fiber Reinforced Polymer Bars
TL;DR: In this paper, a critical evaluation of equations commonly used to compute short-term deflection for steel and fiber reinforced polymer (FRP) reinforced concrete beams is provided, and the different approaches are linked together by comparing the tension-stiffening component of each method.
Journal ArticleDOI
Evaluation of Flexural Behavior and Serviceability Performance of Concrete Beams Reinforced with FRP Bars
TL;DR: In this paper, the performance of 24 full-scale concrete beams reinforced with carbon-, glass-, and aramid-fiber-reinforced-polymer (FRP) bars is investigated.
Journal ArticleDOI
Analytical and experimental flexural behavior of concrete beams reinforced with glass fiber reinforced polymers bars
TL;DR: In this article, an experimental, numerical and analytical study of the flexural behavior of concrete beams reinforced with locally produced glass fiber reinforced polymers (GFRP) bars is presented.
Journal ArticleDOI
Flexural Behavior and Serviceability of Normal- and High-Strength Concrete Beams Reinforced with Glass Fiber-Reinforced Polymer Bars
TL;DR: In this paper, the authors investigated the flexural behavior and serviceability performance of glass fiber-reinforced polymer (GFRP)-based reinforced concrete beams fabricated with normal-and high-strength concretes (NSCs and HSCs).
Journal ArticleDOI
Structural performance and serviceability of concrete beams reinforced with hybrid (GFRP and steel) bars
TL;DR: In this paper, the structural performance of concrete beams reinforced with hybrid reinforcement was investigated and a bond coefficient was proposed to predict the crack width of the hybrid-reinforced beams using the ACI-440.1R-06 equation.
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