Flexural Stiffness of High Strength Concrete Beams Reinforced with GFRP Bars

Deflection behavior of high strength concrete (HSC) flexural members reinforced with glass-fiber polymer bars (GFRP) is investigated. Because serviceability plays a significant role in establishing design acceptance for GFRP reinforced concrete beams, accurate modeling of flexural stiffness is criti...

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Journal Title: ACI Special Publication Vol. 210; pp. 209 - 224
Authors: David Dinehart, Joseph Yost, Shawn Gross
Format: Article
Published: American Concrete Institute, 2003