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