Tensile and Nondestructive Testing of FRP Bars

Author:

Castro Protasio F.,Carino Nicholas J.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Reference19 articles.

1. Bakis C. E. Nanni A. and Terosky J. A. (1996). “Smart pseudo-ductile reinforcing rods for concrete: manufacture and test.” Proc. 1st Int. Conf. on Compos. in Infrastructure ICCI 96 Tucson Ariz. M. Ehsani and H. Saadatmanesh eds. 95 ndash 108.

2. Benmokrane B. Chaallal O. and Masmoudi R. (1995). “Glass fibre reinforced plastic (GRFP) rebars for concrete structures.” Constr. and Build. Mat. 9(6) 354 ndash 364.

3. Erki M. A. and Rizkalla S. H. (1993). “Anchorages for FRP reinforcement.” Concrete Int. 15(6) 54 ndash 59.

4. Faza S. and Gangarao H. (1993). “Glass FRP reinforcing bars for concrete.” Fiber-reinforced-plastic (FRP) reinforcement for concrete structuresmdash properties and applications A. Nanni ed. Elsevier Science Publishing Co. Inc. New York N.Y. 167 ndash 188.

5. Holte L. E. Dolam C. W. and Schmidt R. J. (1993). “Epoxy socketed anchors for non-metallic prestressing tendons.” Fiber-reinforced-plastic reinforcement for concrete struc.mdash int. symp. ACI SP-138 A. Nanni and C. W. Dolan eds. American Concrete Institute Farmington Hills Mich. 381 ndash 400.

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