Shear Strength of Normal Strength Concrete Beams Reinforced with Deformed GFRP Bars

By J. Yost, S. Gross, D. Dinehart. 2001

211 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/698a6cb0d5560621fd488b81edf1cc9c50f91ea6

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

1. A. Selley
2. S. Greenaway
3. A. Razaqpur
4. B. Isgor

Citations in the corpus

• Concrete Contribution to the Shear Resistance of Fiber Reinforced Polymer Reinforced Concrete Members (2004, background): “Due to the highly conservative nature of some of the ACI recommendations (Alkhrdaji et al. 2001; Razaqpur et al. 2001; Yost et al. 2001), the excessive amount of FRP required to resist shear may be either too expensive or practically difficult to implement because it may create reinforcement congest”