DISCUSSIONS AND CLOSURES
May 1, 1995

Flexural Behavior and Design of RC Members Using FRP Reinforcement

Publication: Journal of Structural Engineering
Volume 121, Issue 5

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References

1.
Faza, S. S., and GangaRao, H. V. S. (1993). “Glass FRP reinforcing bars for concrete.” Fiber-reinforced-plastic (FRP) reinforcement for concrete structures; properties and applications; Developments in Civil Engineering; Vol. 42., A. Nanni, ed., Elsevier Science Publishers.
2.
GangaRao, H. V. S., and Faza, S. S. (1992). “Fiber reinforced plastic rebars for bridge decks, bending and bond and design of concrete beams reinforced with fiber reinforced plastic rebars.”Phase I, WVDOH-RP83, CFC-92-142, W. Va.
3.
Guyon, Y. (1972). Limit state design of prestressed concrete, Vol. 1. Halsted Press Div., Wiley, New York, N.Y.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 121Issue 5May 1995
Pages: 916 - 917

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Published online: May 1, 1995
Published in print: May 1995

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Hota V. S. GangaRao, Fellow, ASCE
Dir., Constr. Fac. Ctr., Prof., Civ. Engrg. Dept., West Virginia Univ., Morgantown, WV 26506.

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