Prediction of Tensile Capacity of Bond Anchorages for FRP Tendons

Author:

Zhang Burong1234,Benmokrane Brahim1234,Chennouf Adil1234

Affiliation:

1. Member, ASCE

2. PhD Student, ISIS-Canada, Dept. of Civ. Engrg., Univ. of Sherbrooke, Sherbrooke, PQ, Canada J1K 2R1.

3. Prof., ISIS-Canada, Dept. of Civ. Engrg., Univ. of Sherbrooke, PQ, Canada J1K 2R1.

4. PhD Student, ISIS-Canada, Dept. of Civ. Engrg., Univ. of Sherbrooke, PQ, Canada J1K 2R1.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference30 articles.

1. Benmokrane B. (1994). “Grouted anchorages for aramid fibre reinforced plastic prestressing tendons: Discussion.” Can. J. Civ. Engrg. Ottawa 21 713–715.

2. Benmokrane B. and Chennouf A. (1997a). . “Tensile characteristics and bond properties of AFRP and CFRP tendons for ground anchor applications.” Proc. 3rd Int. RILEM Symp. (FRPRCS-3) Vol. 2 727–734.

3. Benmokrane B. and Chennouf A. (1997b). . “Pull-out behaviour of FRP ground anchors.” Proc. 42nd Int. SAMPE Symp. and Exhibition Vol. 42 Book 1 311–324.

4. Benmokrane B. Xu H. and Nishizaki I. (1997). “Aramid and carbon fibre-reinforced plastic (FRP) prestressed ground anchors and their field applications.” Can. J. Civ. Engrg. Ottawa 24(6) 968–985.

5. Chennouf A. ( 1998). “A study on FRP tendons and their applications to prestressed ground anchors ” PhD thesis University of Sherbrooke Sherbrooke Que. Canada (in French).

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