中国科技核心期刊
RCCSE中国核心学术期刊
JST China收录期刊
中国建筑科学领域高质量科技期刊分级目录

留言板

尊敬的读者、作者、审稿人, 关于本刊的投稿、审稿、编辑和出版的任何问题, 您可以本页添加留言。我们将尽快给您答复。谢谢您的支持!

姓名
邮箱
手机号码
标题
留言内容
验证码

复材加固钢筋混凝土梁抗火研究的发展现状

刘宗全 岳清瑞 李荣

刘宗全, 岳清瑞, 李荣. 复材加固钢筋混凝土梁抗火研究的发展现状[J]. 工业建筑, 2020, 50(12): 102-111. doi: 10.13204/j.gyjz20041001
引用本文: 刘宗全, 岳清瑞, 李荣. 复材加固钢筋混凝土梁抗火研究的发展现状[J]. 工业建筑, 2020, 50(12): 102-111. doi: 10.13204/j.gyjz20041001
LIU Zongquan, YUE Qingrui, LI Rong. A STATE-OF-THE-ART REVIEW OF FIRE RESISTANCE OF RC BEAMS STRENGTHENED BY FRP[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(12): 102-111. doi: 10.13204/j.gyjz20041001
Citation: LIU Zongquan, YUE Qingrui, LI Rong. A STATE-OF-THE-ART REVIEW OF FIRE RESISTANCE OF RC BEAMS STRENGTHENED BY FRP[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(12): 102-111. doi: 10.13204/j.gyjz20041001

复材加固钢筋混凝土梁抗火研究的发展现状

doi: 10.13204/j.gyjz20041001
基金项目: 

国家自然科学基金项目(51478488)。

详细信息
    作者简介:

    刘宗全,男,1990年出生,博士,工程师。电子信箱:mikecyn@163.com

A STATE-OF-THE-ART REVIEW OF FIRE RESISTANCE OF RC BEAMS STRENGTHENED BY FRP

  • 摘要: 纤维增强复合材料加固钢筋混凝土结构技术相比于传统加固技术具有很多技术优势,近年来已经形成了较大规模的实际工程应用。其加固方法主要包括外贴复材片材加固法、嵌入式复材加固法和复材网格加固法。当复材用于建筑物加固时必须满足建筑防火设计标准的要求,故明确复材加固钢筋混凝土梁的抗火性能是该项技术用于建筑结构加固的重要前提。对国内外的相关研究成果进行了综述,包括复材在高温下的基本力学性能、复材与混凝土在高温下的黏结性能、复材加固钢筋混凝土梁的耐火试验、复材加固钢筋混凝土梁抗火性能的有限元模拟、复材加固钢筋混凝土梁受火后的剩余承载力、复材加固钢筋混凝土梁的抗火设计方法,从而系统地阐明了复材加固钢筋混凝土梁的抗火性能。
  • 岳清瑞. 我国碳纤维(CFRP)加固修复技术研究应用现状与展望[J]. 工业建筑, 2000, 30(10):23-26.
    岳清瑞, 陈小兵. 碳纤维材料(CFRP)加固修补混凝土结构新技术[J]. 工业建筑, 1998, 28(11):1-5.
    XIAO J Z, LI J, ZHA Q F. Experimental Study on Bond Behavior Between FRP and Concrete[J]. Construction and Building Materials, 2004, 18(10):745-752.
    李荣, 滕锦光, 岳清瑞. FRP材料加固混凝土结构应用的新领域:嵌入式(NSM)加固法[J]. 工业建筑, 2004, 34(4):5-10.
    刘宗全, 岳清瑞, 李荣, 等. FRP网格材在土木工程中的应用[C]//第九届全国建设工程FRP应用学术交流会论文集. 2015:102-106.
    中华人民共和国住房和城乡建设部. 建筑设计防火规范:GB 50016-2014[S]. 2018年版. 北京:中国计划出版社, 2018.
    肖建庄. 高性能混凝土结构抗火设计原理[M]. 北京:科学出版社, 2015.
    ECS. Eurocode 2:Design of Concrete Structures-Part 1-2:General Rules-Structural Fire Design:BS EN 1992-1-2:2004[S]. Brussels, Belgium:European Committee for Standardization, 2004.
    ECS. Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures:ACI 440.2R-17[S]. Michigan, USA:Farmington Hills, 2017.
    MOURITZ A P, GIBSON A G. Fire Properties of Polymer Composite Materials[M]. Netherlands:Springer, 2006.
    KUMAHARA S, MASUDA Y, TANANO H, et al. Tensile Strength of Continuous Fiber Bar Under High Temperature[C]//Proceedings of International Symposium on Fiber Reinforced Polymer Reinforcement for Reinforced Concrete Structures. 1993:731-742.
    CAO S, WU Z, WANG X. Tensile Properties of CFRP and Hybrid FRP Composites at Elevated Temperatures[J]. Journal of Composite Materials, 2009, 43(4):315-330.
    WANG K, YOUNG B, SMITH S T. Mechanical Properties of Pultruded Carbon Fibre-Reinforced Polymer (CFRP) Plates at Elevated Temperatures[J]. Engineering Structures, 2011, 33(7):2154-2161.
    CHOWDHURY E U, EEDSON R, BISBY L A, et al. Mechanical Characterization of Fibre Reinforced Polymers Materials at High Temperature[J]. Fire Technology, 2011, 47(4):1063-1080.
    YU B, KODUR V. Effect of Temperature on Strength and Stiffness Properties of Near-Surface Mounted FRP Reinforcement[J]. Composites Part B Engineering, 2014, 58(3):510-517.
    王晓璐, 查晓雄. 高温下GFRP筋力学性能的试验研究[J]. 华南理工大学学报(自然科学版), 2011, 39(9):75-81.
    刘宗全. 高温下碳纤维复材网格的粘结性能及其加固混凝土梁的抗火性能研究[D]. 西安:西安建筑科技大学, 2019.
    BISBY L A. Fire Behaviour of Fibre-Reinforced Polymer (FRP) Reinforced or Confined Concrete[D]. Canada:Queen's University, 2003.
    GIBSON A G, WU Y S, EVANS J T, et al. Laminate Theory Analysis of Composites under Load in Fire[J]. Journal of Composite Materials, 2006, 40(7):639-658.
    HAWILEH R A, ABDALLA J A, HASAN S S, et al. Models for Predicting Elastic Modulus and Tensile Strength of Carbon, Basalt and Hybrid Carbon-Basalt FRP Laminates at Elevated Temperatures[J]. Construction & Building Materials, 2016, 114:364-373.
    KLAMER E L, HORDIJK D A, JANSSEN H J M. The Influence of Temperature on the Debonding of Externally Bonded CFRP[C]//Proceedings of 7th International Symposium on Fiber-Reinforced Polymer (FRP) Reinforcement for Concrete Structures. Kansas City:2005.
    WU Z S, IWASHITA K, YAGASHIRO S, et al. Temperature Effect on Bonding and Debonding Behavior Between FRP Sheets and Concrete[J]. Journal of the Society of Materials Science Japan, 2005, 54(5):474-480.
    GAMAGE J C P H, WONG M B, AL-MAHAIDI R. Performance of CFRP Strengthened Concrete Members Under Elevated Temperatures[C]//Proceedings of the International Symposium on Bond Behaviour of FRP in Structures (BBFS 2005). Hong Kong:2005:113-118.
    LEONE M, MATTHYS S, AIELLO M A. Effect of Elevated Service Temperature on Bond Between FRP EBR Systems and Concrete[J]. Composites Part B Engineering, 2009, 40:85-93.
    FIRMO J P, CORREIA J R, PITTA D, et al. Experimental Characterization of the Bond Between Externally Bonded Reinforcement (EBR) CFRP Strips and Concrete at Elevated Temperatures[J]. Cement & Concrete Composites, 2015, 60:44-54.
    胡克旭, 卢凡, 蔡正华. 高温下碳纤维-混凝土界面受剪性能试验研究[J]. 同济大学学报(自然科学版), 2009, 37(12):1592-1597.
    袁展超, 郑小红, 黄培彦. 湿热环境下CFRP-混凝土界面粘结-滑移关系的实验研究[C]//全国建设工程FRP应用学术交流会论文集. 重庆:2015:192-196.
    PALMIERI A, MATTHYS S, TAERWE L. Bond Behavior of NSM FRP Bars at Elevated Temperatures[C]//Proceedings of First Middle East Conference on Smart Monitoring, Assessment and Rehabilitation of Civil Structures. Dubai:2011.
    BURKE P J, BISBY L A, GREEN M F. Effects of Elevated Temperature on Near Surface Mounted and Externally Bonded FRP Strengthening Systems for Concrete[J]. Cement & Concrete Composites, 2013, 35:190-199.
    YU B, KODUR V K R. Effect of High Temperature on Bond Strength of Near-Surface Mounted FRP Reinforcement[J]. Composite Structures, 2014, 110:88-97.
    FIRMO J P, CORREIA J R, PITTA D, et al. Bond Behavior between Near-Surface-Mounted CFRP Strips and Concrete at High Temperatures[J]. Journal of Composites for Construction, 2015, 19(4). DOI: 101061/(ASCE)CC.1943-5614.0000535.
    GAO W Y, TENG J G, DAI J G. Effect of Temperature Variation on the Full-Range Behavior of FRP-to-Concrete Bonded Joints[J]. Journal of Composites for Construction, 2012, 16(6):671-683.
    DAI J G, GAO W Y, TENG J G. Bond-Slip Model for FRP Laminates Externally Bonded to Concrete at Elevated Temperature[J]. Journal of Composites for Construction, 2013, 17(2):217-228.
    KATZ A, BERMAN N, BANK L C. Effect of High Temperature on Bond Strength of FRP Rebars[J]. Journal of Composites for Construction, 1999, 3(2):73-81.
    KATZ A, BERMAN N. Modeling the Effect of High Temperature on the Bond of FRP Reinforcing Bars to Concrete[J]. Cement & Concrete Composites, 2000, 22:433-443.
    ABBASI A, HOGG P J. Temperature and Environmental Effects on Glass Fibre Rebar:Modulus, Strength and Interfacial Bond Strength with Concrete[J]. Composites Part B Engineering, 2005, 36:394-404.
    吕西林, 周长东, 金叶. 火灾高温下GFRP筋和混凝土粘结性能试验研究[J]. 建筑结构学报, 2007, 28(5):32-39.
    鞠竹, 王振清, 李晓霁,等. 高温下GFRP筋和混凝土粘结性能的实验研究[J]. 哈尔滨工程大学学报, 2012, 33(11):1351-1357.
    王晓璐, 査晓雄, 张旭琛. 高温下FRP筋与混凝土的粘结性能[J]. 哈尔滨工业大学学报, 2013, 45(6):8-15.
    LIU Z Q, YUE Q R, LI R, et al. Experimental Study and Modeling of Bond of Carbon-Fiber-Reinforced Polymer Grids to Polymer Mortar at Room and Elevated Temperatures[J]. Advances in Structural Engineering, 2020. DOI: 10.1177/1369433219899784.
    中华人民共和国住房和城乡建设部. 建筑构件耐火试验方法-第1部分:通用要求:GB/T 9978.1-2008[S]. 北京:中国标准出版社, 2008.
    ECS. Fire resistance tests Part 1:General Requirements:BS EN 1363-1:2012[S]. Brussels, Belgium:European Committee for Standardization, 2012.
    ASTM. Standard Test Methods for Fire Tests of Building Construction and Materials:ASTM-E119[S]. West Conshohocken, United States:American Society for Testing and Materials, 2000.
    BLONTROCK H, TAERWE L, VANDEVELDE P. Fire Testing of Concrete Slabs Strengthened with Fibre Composite Laminates[C]//Proceedings of the 5th Conference on Fibre Reinforced Plastics for Reinforced Concrete Structures (FRPRCS-5). Cambridge UK:2001.
    WILLIAMS B, BISBY L, KODUR V, et al. Fire Insulation Schemes for FRP-Strengthened Concrete Slabs[J]. Composites Part A Applied Science & Manufacturing, 2006, 37(8):1151-1160.
    ADELZADEH M, GREEN M F, BÉNICHOU N. Behaviour of Fibre Reinforced Polymer-Strengthened T-Beams and Slabs in Fire[J]. Structures & Buildings, 2012, 165(7):361-371.
    吴波, 王军丽. 碳纤维布加固钢筋混凝土板的耐火性能试验研究[J]. 土木工程学报, 2007, 40(6):26-31.
    BLONTROCK H, TAERWE L, VANDEVELDE P. Fire Tests on Concrete Beams Strengthened with Fibre Composite Laminates[C]//Proceedings of the 3rd International PhD Symposium in Civil Engineering. Vienna:2000.
    BARNES R, FIDELL J. Performance in Fire of Small-Scale CFRP Strengthened Concrete Beams[J]. Journal of Composites for Construction, 2006, 10(6):503-508.
    WILLIAMS B, KODUR V, GREEN M F, et al. Fire Endurance of Fiber-Reinforced Polymer Strengthened Concrete T-Beams[J]. ACI Structural Journal, 2008, 105(1):60-67.
    LIU F, WU B, WEI D. Failure Modes of Reinforced Concrete Beams Strengthened with Carbon Fiber Sheet in Fire[J]. Fire Safety Journal, 2009, 44:941-950.
    AHMED A, KODUR V. The Experimental Behavior of FRP-Strengthened RC Beams Subjected to Design Fire Exposure[J]. Engineering Structures, 2011, 33:2201-2211.
    FIRMO J P, CORREIA J R, FRANÇA P. Fire Behaviour of Reinforced Concrete Beams Strengthened with CFRP Laminates:Protection Systems with Insulation of the Anchorage Zones[J]. Composites Part B Engineering, 2012, 43:1545-1556.
    FIRMO J P, CORREIA J R. Fire Behaviour of Thermally Insulated RC Beams Strengthened with EBR-CFRP Strips:Experimental Study[J]. Composite Structures, 2015, 122:144-154.
    胡克旭, 何桂生. 碳纤维加固钢筋混凝土梁防火方法试验研究[J]. 同济大学学报(自然科学版), 2006, 34(11):1451-1456.
    胡克旭, 王炜浩, 彭东平. CFRP加固混凝土梁防火保护构造方法试验研究[J]. 结构工程师, 2013, 29(1):157-162.
    吴波, 万志军. 碳纤维布抗弯加固钢筋混凝土梁的耐火性能试验[J]. 华南理工大学学报(自然科学版), 2009, 37(8):76-82.
    吴波, 林忠明. 具有端部约束的碳纤维布加固混凝土梁耐火性能试验研究[J]. 建筑结构学报, 2009, 30(6):34-43.
    高皖扬, 胡克旭, 陆洲导. CFRP加固钢筋混凝土梁耐火性能试验研究[J]. 土木工程学报, 2010, 43(3):15-23.
    刘汾涛, 吴波, 魏德敏. 碳纤维布抗弯加固混凝土梁的火灾行为[J]. 工程力学, 2011, 28(9):72-78.
    PALMIERI A, MATTHYS S, TAERWE L. Experimental Investigation on Fire Endurance of Insulated Concrete Beams Strengthened with Near Surface Mounted FRP Bar Reinforcement[J]. Composites Part B Engineering, 2012, 43:885-895.
    PALMIERI A, MATTHYS S, TAERWE L. Fire Endurance and Residual Strength of Insulated Concrete Beams Strengthened with Near-Surface Mounted Reinforcement[J]. Journal of Composites for Construction, 2013, 17(4):454-462.
    ZHU H, WU G, ZHANG L, et al. Experimental Study on the Fire Resistance of RC Beams Strengthened with Near-Surface-Mounted High-Tg BFRP Bars[J]. Composites Part B Engineering, 2014, 60:680-687.
    YU B, KODUR V K R. Fire Behavior of Concrete T-Beams Strengthened with Near-Surface Mounted FRP Reinforcement[J]. Engineering Structures, 2014, 80:350-361.
    FIRMO J P, CORREIA J R. Fire Behaviour of Thermally Insulated RC Beams Strengthened with NSM-CFRP Strips:Experimental Study[J]. Composites Part B Engineering, 2015, 76:112-121.
    中华人民共和国住房和城乡建设部. 混凝土结构防火涂料:GB 28375-2012[S]. 北京:中国标准出版社, 2012.
    AHMED A, KODUR V K R. Effect of Bond Degradation on Fire Resistance of FRP-Strengthened Reinforced Concrete Beams[J]. Composites Part B Engineering, 2011, 42:226-237.
    DAI J G, GAO W Y, TENG J G. Finite Element Modeling of Insulated FRP-Strengthened RC Beams Exposed to Fire[J]. Journal of Composites for Construction, 2014.DOI: 10.1061/(ASCE)CC.1943-5614.0000509.
    FIRMO J P, ARRUDA M R T, CORREIA J R. Numerical Simulation of the Fire Behaviour of Thermally Insulated Reinforced Concrete Beams Strengthened with EBR-CFRP Strips[J]. Composite Structures, 2015, 126:360-370.
    KODUR V K R, YU B. Evaluating the Fire Response of Concrete Beams Strengthened with Near-Surface-Mounted FRP Reinforcement[J]. Journal of Composites for Construction, 2013, 17(4):517-529.
    YU B. Fire Response of Reinforced Concrete Beams Strengthened with Near-Surface Mounted FRP Reinforcement[D]. Michigan State University, 2013.
    万先虎. 高温干湿交替环境下FRP-混凝土界面粘结性能的耐久性研究[D]. 哈尔滨:哈尔滨工业大学, 2013.
    中华人民共和国住房和城乡建设部. 纤维增强复合材料建设工程应用技术规范:GB 50608-2010[S]. 北京:中国计划出版社, 2010.
    International Federation for Structural Concrete. Externally Bonded FRP Reinforcement for RC Structures:CEB-FIP Bulletin 14[S]. International Federation for Structural Concrete, 2001.
    Canadian Standards Association. Design and Construction of Building Structures with Fibre-Reinforced Polymers:CSA S806-12[S]. Toronto:Canadian Standards Association, 2012.
    National Research Council-Advisory Committee on Technical Recommendatons for Construction. Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Existing Structures:CNR-DT200/2013-R1[S]. Rome, Italy:National Research Council-Advisory Committee on Technical Recommendatons for Construction, 2013.
    KODUR V K R, BISBY L A, GREEN M F. Preliminary Guidance for the Design of FRP-Strengthened Concrete Members Exposed to Fire[J]. Journal of Fire Protection Engineering, 2007, 17(1):5-26.
    GAO W Y, DAI J G, TENG J G. Performance-Based Approach for Fire Resistance Design of FRP-Strengthened RC Beams:A Case Study[C]//Proceedings of the 12th International Symposium on Fiber Reinforced Polymers for Reinforced Concrete Structures. Nanjing:2015.
  • 加载中
计量
  • 文章访问数:  83
  • HTML全文浏览量:  5
  • PDF下载量:  4
  • 被引次数: 0
出版历程
  • 收稿日期:  2020-04-10
  • 网络出版日期:  2021-03-31

目录

    /

    返回文章
    返回