Shear strength of normal and high strength concrete beams reinforced with GFRP bars

High Performance Materials in Bridges

Volumn , Issue , 2003, Pages 426-437

  Gross, Shawn P ^a   Yost, Joseph Robert ^a   Dinehart, David W ^a   Svensen, Erik ^a   Liu, Ning ^a  

^a Villanova University   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

COMPOSITION EFFECTS; CONCRETE CONSTRUCTION; DUCTILITY; FAILURE ANALYSIS; GLASS FIBER REINFORCED PLASTICS; REINFORCED CONCRETE; SHEAR STRENGTH;

CONCRETE BEAMS; REINFORCING BARS;

CONCRETE BEAMS AND GIRDERS;

EID: 0242720928     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40691(2003)38     Document Type: Conference Paper

References (11)

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2. ACI Committee 318 (1999), Building Code Requirements for Structural Concrete and Commentary (ACI 318-99 & ACI 318R-99), American Concrete Institute, Farmington Hills, MI.
3. ACI Committee 440 (2001). Guide for the Design and Construction of Concrete Reinforced with FRP Bars, American Concrete Institute, Farmington Hills, MI.
4. ACI-ASCE Committee 426 (1973), "The Shear Strength of Reinforced Concrete Members - Chapters 1 to 4," ASCE Proceedings, Journal of the Structural Division, Vol. 99, No. ST6, pp. 1091-1187.
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9. Michaluk, C.R., Rizkalla, S., Tadros, G., and Benmokrane, B. (1998), "Flexural Behavior of One-Way Concrete Slabs Reinforced by Fiber Reinforced Plastic Reinforcement," ACI Structural Journal, Vol. 95, No. 3, pp. 353-364.
10. Nanni, A. (1993), "Flexural Behavior and Design of Reinforced Concrete Using FRP Rods," ASCE Journal of Structural Engineering, Vol. 199, No. 11, pp. 3344-3359.
11. Yost, J.R. (1994), Fiber Reinforced Plastic Grids for the Structural Reinforcement of Concrete Beams, Doctoral Dissertation, University of New Hampshire, Durham, NH.