Aramid and carbon fibre-reinforced plastic prestressed ground anchors and their field applications

被引:43
作者
Benmokrane, B [1 ]
Xu, HX
Nishizaki, I
机构
[1] Univ Sherbrooke, Dept Civil Engn, Sherbrooke, PQ J1K 2R1, Canada
[2] Minist Construct, Publ Works Res Inst, Ibaraki, Osaka 305, Japan
关键词
prestressed ground anchor; anchorage; aramid; carbon; fibre-reinforced plastic (FRP); rod; cable; tendon; corrosion; composite;
D O I
10.1139/cjce-24-6-968
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
With high corrosion resistance, high tensile strength, electromagnetic neutrality, and lightweight, the newly emerged aramid and carbon fibre-reinforced plastic (FRP) tendons are being used for prestressed ground anchors. FRP ground anchors can be used when the corrosion protection of steel tendons becomes expensive or difficult to achieve, or where electromagnetic insulation is required. Although FRP tendons are more expensive than steel tendons, the total cost on transportation, handling, fabrication, drilling, installation, and maintenance can be significantly reduced due to lightweight and no requirement for corrosion protection. In addition, optical fibre sensors can be integrated into FRP tendons for permanent monitoring of ground anchors. This paper gives an introduction of the currently available aramid and carbon FRP tendons and an overview of the important properties of FRP tendons and their constituent materials. The design, fabrication, installation, and field applications of aramid and carbon FRP ground anchors are described.
引用
收藏
页码:968 / 985
页数:18
相关论文
共 51 条
[1]  
Aoyagi K., 1996, P 2 INT C ADV COMP M, P727
[2]  
BAKIS CE, 1993, FIBRE REINFORCED PLA, V42, P13
[3]  
BARLEY T, 1988, GROUND ENG, V21, P20
[4]  
BARLEY T, 1988, GROUND ENG, V21, P24
[5]  
BARLEY T, 1988, GROUND ENG, V21, P35
[6]   Bond strength of cement grouted glass fibre reinforced plastic (GFRP) anchor bolts [J].
Benmokrane, B ;
Xu, HX ;
Bellavance, E .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES & GEOMECHANICS ABSTRACTS, 1996, 33 (05) :455-465
[7]  
Bruce D. A, 1993, GEOTECH SPEC PUBL, V35, P320
[8]  
*BSI, 1989, BS8081 BRIT STAND I
[9]  
Erki M.A., 1993, Concr. Int., V15, P54
[10]  
*FIP, 1986, STAT ART REP CORR CO