Mechanical Behavior of CFRP Rod Anchors under Tensile Loading-Reference-Cited by-同舟云学术

Mechanical Behavior of CFRP Rod Anchors under Tensile Loading

Published:2001-05 Issue:2 Volume:5 Page:128-135
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Al-Mayah A.¹²³,Soudki K.¹²³,Plumtree A.¹²³

Affiliation:

1. Res. Asst., Dept. of Civ. Engrg., Univ. of Waterloo, Ontario, N2L 3G1.

2. Asst. Prof., Dept. of Civ. Engrg., Univ. of Waterloo, Ontario, N2L 3G1.

3. Prof., Dept. of Mech. Engrg., Univ. of Waterloo, Ontario, N2L 3G1.

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%3A2%28128%29

Reference16 articles.

1. Al-Mayah A. ( 1999). “Experimental and analytical investigation of wedge anchor for CFRP rod under load.” MSc thesis Dept. of Civ. Engrg. University of Waterloo Ontario 127.

2. Burgoyne C. J. ( 1993). “Parafil ropes for prestressing applications.” Fibre-reinforced-plastic (FRP) for concrete structures: Properties and applications A. Nanni ed. Elsevier Science New York 333–351.

3. Dolan C. W. ( 1990). “Developments in non-metallic prestressing tendons.” PCI J . 35(1) 80–88.

4. Erki M. A. and Rizkalla S. H. ( 1993). “Anchorage for FRP reinforcement.” Concrete Int . 15(6) 54–59.

5. Hodhod H. and Uomoto T. ( 1992). “Effect of state of stress at the grips and matrix properties on tensile strength of CFRP rods.” Japan Soc. Civ. Engrs. Tokyo 17(451) 245–252.

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