Flexural Performance of Concrete Beams Reinforced with FRP Grids
Author:
Affiliation:
1. P.E.
2. Asst. Prof., Dept. of Civ. and Envir. Engrg., Villanova Univ., Villanova, PA 19085-1681.
3. Assoc. Prof., Dept. of Civ. Engrg., Univ. of New Hampshire, Durham, NH 03824.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0268%282001%295%3A1%2818%29
Reference16 articles.
1. American Concrete Institute (ACI). ( 1995). “Building code requirements for structural concrete and commentary.” ACI 318-95 and ACI-318R-95 Farmington Hills Mich.
2. ASTM. ( 1984). “Standard test method for compressive strength of cylinder concrete specimens.” C39-84 West Conshohocken Pa.
3. Bank C. L. Yehoshua F. and Shapira A. ( 1997). “Three-dimensional fiber-reinforced plastic grating cages for concrete beams: A pilot study.” ACI Struct. J. 94(6) 643–652.
4. Behavior of Concrete Slabs Reinforced with Fiber-Reinforced Plastic Grid
5. Benmokrane B. Chaallal O. and Masmoudi R. ( 1996). “Flexural response of concrete beams reinforced with FRP reinforcing bars.” ACI Struct. J. 91(2) 46–55.
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