Study on Stress Relaxation Properties of GFRP Rebars/Bolts

被引:0
|
作者
Yuan, Guoqing [1 ]
Dong, Guohua [1 ]
Ma, Jian [2 ]
机构
[1] Tongji Univ, Sch Aerosp Engn & Appl Mech, Shanghai 200092, Peoples R China
[2] Shenzhen Huangjintai Elect Co Ltd, Shanghai 518000, Peoples R China
来源
ADVANCES IN BUILDING MATERIALS, PTS 1-3 | 2011年 / 168-170卷
关键词
GFRP rebar/bolt; stress relaxation; relaxation specime; anchoring method;
D O I
10.4028/www.scientific.net/AMR.168-170.1821
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Glass fiber reinforced plastics (GFRP) rebars / bolts are more and more being applied in construction projects with its superior corrosion resistance. To improve the economical efficiency of their application it is very significant to develop the prestressed GFRP rebars/bolts structure system. Therefore it is very valuable to probe the stress relaxation properties of GFRP rebars/bolts. With an innovation ends anchoring method for stress relaxation specimens of GFRP rebars/bolts, the stress relaxation properties has been tested in this paper. Results show that the relaxation rate of GFRP rebars/bolts increases with the initial stress increasing and with test time prolonging. It is increasing more rapidly at the beginning stage and it becomes slow after 24 hours. The relaxation law of GFRP rebars/bolts is similar to the law of CFRP and AFRP rebars/bolts. The relation between the relaxation rate and the logarithm of test time in hour follows also better linear law. The relaxation rate of GFRP rebars/bolts is bigger than CFRP ones and smaller than AFRP ones. The mechanical properties do not change obviously after 120h relaxation test.
引用
收藏
页码:1821 / +
页数:2
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