Strength of RC Cantilever Slabs Bonded with GFRP Strips-Reference-Cited by-同舟云学术

Strength of RC Cantilever Slabs Bonded with GFRP Strips

Published:2001-11 Issue:4 Volume:5 Page:221-227
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Lam L.¹²,Teng J. G.¹²

Affiliation:

1. Postdoctoral Fellow, Dept. of Civ. and Struct. Engrg., Hong Kong Polytechnic Univ., Hong Kong, China.

2. Prof., Dept. of Civ. and Struct. Engrg., Hong Kong Polytechnic Univ., Hong Kong, China.

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%3A4%28221%29

Reference21 articles.

1. Almusallam T. H. ( 1997). “Analytical prediction of flexural behavior of concrete beams reinforced by FRP bars.” J. Compos. Mat. 31(7) 640–657.

2. American Concrete Institute (ACI). ( 1992). “Building code requirements for reinforced concrete (revised 1992) and commentary (revised 1992).” ACI 318-89 ACI 318R-89 Detroit.

3. RC Beams Strengthened with FRP Plates. II: Analysis and Parametric Study

4. Arduini M. and Nanni A. ( 1997). “Parametric study of beams with externally bonded FRP reinforcement.” ACI Struct. J. 94(5) 493–501.

5. ASTM. ( 1995). “Standard test method for tensile properties of polymer matrix composite materials.” D 3039/D 3039M-95 West Conshohocken Pa.

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