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
相关论文
共 50 条
  • [1] Experimental Study on Durability and Bond Properties of GFRP Resin Bolts
    Lin, Mingan
    Zhang, Fuming
    Wang, Wei
    MATERIALS, 2024, 17 (12)
  • [2] Experimental study on bond behavior of GFRP ribbed rebars
    School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China
    不详
    Gongcheng Lixue, 2008, 10 (158-165+179):
  • [3] Experimental and Comparative Study on Compressive Strength of GFRP Rebars
    Hosseini, Alireza Sadat
    Sadeghian, Pedram
    PROCEEDINGS OF THE CANADIAN SOCIETY FOR CIVIL ENGINEERING ANNUAL CONFERENCE 2023, VOL 13, CSCE 2023, 2024, 507 : 143 - 154
  • [4] Experimental study on bond behavior of deformed GFRP rebars
    School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China
    不详
    Wuhan Ligong Daxue Xuebao (Jiaotong Kexue Yu Gongcheng Ban), 2007, 5 (784-787):
  • [5] Tensile Tests at GFRP Rebars
    Weber, Andre
    Caspari, Christian
    Pahn, Matthias
    10TH INTERNATIONAL CONFERENCE ON FRP COMPOSITES IN CIVIL ENGINEERING (CICE 2020/2021), 2022, 198 : 918 - 927
  • [6] AN EXPERIMENTAL STUDY ON THE RELAXATION OF BOLTS
    Abid, Muhammad
    Khalil, Muhammad Shahid
    Wajid, Hafiz Abdul
    IIUM ENGINEERING JOURNAL, 2015, 16 (01): : 43 - 52
  • [7] Thermal effects on GFRP rebars: experimental study and analytical analysis
    Abdelmonem Masmoudi
    Radhouane Masmoudi
    Mongi Ben Ouezdou
    Materials and Structures, 2010, 43 : 775 - 788
  • [8] INFLUENCE OF STORAGE CONDITIONS AND CORROSIVE ENVIRONMENTS ON THE MECHANICAL PROPERTIES OF GFRP REBARS
    Benin, Andrey
    Bogdanova, Ekaterina
    CIVIL AND ENVIRONMENTAL ENGINEERING, 2018, 14 (02) : 86 - 90
  • [9] Thermal effects on GFRP rebars: experimental study and analytical analysis
    Masmoudi, Abdelmonem
    Masmoudi, Radhouane
    Ben Ouezdou, Mongi
    MATERIALS AND STRUCTURES, 2010, 43 (06) : 775 - 788
  • [10] Bond properties of GFRP rebars in UHPC under different types of test
    Hu, Xinyu
    Xue, Wenyuan
    Xue, Weichen
    ENGINEERING STRUCTURES, 2024, 314