Experimental research on mechanical properties of transverse enhanced and high-temperature-resistant CFRP tendons for prestressed structure

被引:37
作者
Han, Qinghua [1 ,2 ]
Wang, Lichen [1 ]
Xu, Jie [1 ,2 ]
机构
[1] Tianjin Univ, Sch Civil Engn, Tianjin 300072, Peoples R China
[2] Tianjin Univ, Minist Educ, Key Lab Coast Civil Struct & Safety, Tianjin 300072, Peoples R China
关键词
CFRP tendon; Transverse enhanced; Prestressed structure; Mechanical property; Static tests; STRENGTH; BEHAVIOR; ANCHORAGE;
D O I
10.1016/j.conbuildmat.2015.09.003
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Poor transverse mechanical properties and the weakness of fire resistance are two main problems to limit the application of commercial Carbon Fibre Reinforced Polymer (CFRP). In this paper, a new type of transverse enhanced and high-temperature-resistant CFRP tendons made of T700 carbon fibre precursor and polyfunctional epoxy resin is designed and produced through the pultrusion process. A series of tests were conducted to analyze the transverse and longitudinal mechanical properties of the new CFRP tendons with three types of diameters. A comparison of the results indicates that the new CFRP tendons have better transverse mechanical behaviours than the commercial CFRP tendons, and can maintain superior longitudinal mechanical behaviour. With the increase of the diameter, the transverse performance of new CFRP tendons decreases. The improvement in transverse performance of the new CFRP tendons provides a better chance to develop the anchor and promote the widespread application of CFRP tendons in prestressed structures. (C) 2015 Elsevier Ltd. All rights reserved.
引用
收藏
页码:864 / 874
页数:11
相关论文
共 20 条
[1]  
ACI Committee 440, 2004, 440 ACI COMM
[2]  
[Anonymous], 1998, 1412598 ISO
[3]  
[Anonymous], 2008, 780108 ISO
[4]  
[Anonymous], 2012, 874912 ISO
[5]  
*ASTM INT, 2008, D3410D3410M03 ASTM
[6]   Aramid and carbon fibre-reinforced plastic prestressed ground anchors and their field applications [J].
Benmokrane, B ;
Xu, HX ;
Nishizaki, I .
CANADIAN JOURNAL OF CIVIL ENGINEERING, 1997, 24 (06) :968-985
[7]   Tensile properties and pullout behaviour of AFRP and CFRP rods for grouted anchor applications [J].
Benmokrane, B ;
Zhang, BR ;
Chennouf, A .
CONSTRUCTION AND BUILDING MATERIALS, 2000, 14 (03) :157-170
[8]  
Bhushan B., 2013, Introduction to Tribology, P501
[9]   Fatigue strength degradation of E-glass FRP composites and carbon FRP composites [J].
Demers, CE .
CONSTRUCTION AND BUILDING MATERIALS, 1998, 12 (05) :311-318
[10]   Fatigue of reinforced concrete beams strengthened with externally post-tensioned CFRP tendons [J].
Elrefai, Ahmed ;
West, Jeffrey ;
Soudki, Khaled .
CONSTRUCTION AND BUILDING MATERIALS, 2012, 29 :246-256