Shear Strength of Normal Strength Concrete Beams Reinforced with Deformed GFRP Bars-Reference-Cited by-同舟云学术

Shear Strength of Normal Strength Concrete Beams Reinforced with Deformed GFRP Bars

Published:2001-11 Issue:4 Volume:5 Page:268-275
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Yost Joseph R.¹²²²,Gross Shawn P.¹²²²,Dinehart David W.¹²²²

Affiliation:

1. Associate Members, ASCE

2. Asst. Prof., Dept. of Civ. and Envir. Engrg., Villanova Univ., Villanova, PA 19085.

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%28268%29

Reference26 articles.

1. Acharya D. N. and Kemp K. O. ( 1968). “Significance of dowel forces on the shear failure of rectangular reinforced concrete beams without web reinforcement.” ACI J. (10) 1265–1278.

2. Ahmad S. H. Khaloo A. R. and Poveda A. ( 1986). “Shear capacity of reinforced high-strength concrete beams.” ACI J. 297–305.

3. “The shear strength of reinforced concrete members.”;ASCE-ACI Committee 426.;J. Struct. Engrg.,1973

4. ASCE-ACI Committee 426. ( 1977). “Suggested revisions to shear provisions for building codes.” ACI J. 75(9) 458–469.

5. Recent Approaches to Shear Design of Structural Concrete

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