Research on strengthening stone arch bridge with CFRP rebars

被引:4
|
作者
Zhang, Kexin [1 ]
Li, Dachao [1 ]
Shen, Xinyuan [1 ]
Hou, Wenyu [1 ]
Li, Yanfeng [1 ]
Xue, Xingwei [1 ]
机构
[1] Shenyang Lianzhu Univ, Sch Transportat Engn, Shenyang, Peoples R China
关键词
CFRP bars; Stone arch bridge; Strengthening; Field application; Load test;
D O I
10.1108/IJBPA-07-2021-0097
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Purpose This paper aims to describe carbon fiber reinforced plastics (CFRP) bars as a way to strengthen a 40-year-old stone arch bridge. To investigate effectiveness of the strengthening method, fielding-load tests were carried out before and after strengthening. Design/methodology/approach High-strength CFRP bars with minor radius, high tensile strain and good corrosion resistance were used in this reinforcement. The construction process for strengthening with CFRP bars - including CFRP bars cutting, crack grouting, original structural surface treatment, implant drilling, CFRP bars installation and pouring mortar - was described. Ultimate bearing capacity of the bridge after strengthening was discussed. Findings The results of concrete stress and deflection show that the strength and stiffness of the strengthened bridge are improved. The strengthened way with CFRP bars is feasible and effective. Originality/value This paper describes CFRP bars as a way to strengthen a 40-year-old stone arch bridge.
引用
收藏
页码:1014 / 1028
页数:15
相关论文
共 50 条
  • [21] CFRP strengthening and monitoring of a box girder bridge
    Täljsten, B
    Sensing Issues in Civil Structural Health Monitoring, 2005, : 373 - 382
  • [22] The strengthening of a steel bridge with prestressed CFRP strips
    Siwowski, Tomasz W.
    Siwowska, Paulina
    Wiater, Agnieszka
    9TH INTERNATIONAL SYMPOSIUM ON STEEL BRIDGES, 2018, 419
  • [23] Faux stone arch bridge wins award
    不详
    CIVIL ENGINEERING, 1997, 67 (05): : 21 - 22
  • [24] Stone Arch Bridge Disease Detection And Evaluation
    Yan, Diao
    ADVANCES IN CIVIL AND STRUCTURAL ENGINEERING III, PTS 1-4, 2014, 501-504 : 1332 - 1335
  • [25] STRAIN TEST ON CFST ARCH BRIDGE WITH CFRP SLINGS
    Cao, Guohui
    Xie, Zhenyu
    He, Ran
    INTERNATIONAL SYMPOSIUM ON LIFE-CYCLE PERFORMANCE OF BRIDGES AND STRUCTURES, 2010, : 490 - 494
  • [26] Deflection test on CFST arch bridge with CFRP slings
    Cao, Guohui
    Xie, Zhenyu
    Wen, Mingcai
    He, Ran
    MANUFACTURING SCIENCE AND TECHNOLOGY, PTS 1-3, 2011, 295-297 : 1079 - +
  • [27] Strengthening a concrete slab bridge using CFRP composites
    Petro, S. H.
    Peaslee, J. T.
    Leech, T. G.
    CHALLENGES, OPPORTUNITIES AND SOLUTIONS IN STRUCTURAL ENGINEERING AND CONSTRUCTION, 2010, : 253 - 257
  • [28] Partial safety factors in strengthening of bridge piers with CFRP
    Chambi, J. L.
    Soriano, M.
    Casas, J. R.
    BRIDGE MAINTENANCE, SAFETY, MANAGEMENT AND LIFE EXTENSION, 2014, : 2313 - 2321
  • [29] Strengthening of RC bridge slabs using CFRP sheets
    Fathelbab, Fahmy A.
    Ramadan, Mostafa S.
    Al-Tantawy, Ayman
    ALEXANDRIA ENGINEERING JOURNAL, 2014, 53 (04) : 843 - 854
  • [30] Strengthening of a steel bridge girder using CFRP plates
    Miller, Trent C.
    Chajes, Michael J.
    Mertz, Dennis R.
    Hastings, Jason N.
    Journal of Bridge Engineering, 2001, 6 (06) : 514 - 522