|本期目录/Table of Contents|

[1]韩娟,刘伟庆,方海.纤维增强树脂基复合材料在土木基础设施领域中的应用[J].南京工业大学学报(自然科学版),2020,42(05):543-554.[doi:10.3969/j.issn.1671-7627.2020.05.001]
 HAN Juan,LIU Weiqing,FANG Hai.Application of fiber-reinforced resin matrix composites in the civil infrastructure field[J].Journal of NANJING TECH UNIVERSITY(NATURAL SCIENCE EDITION),2020,42(05):543-554.[doi:10.3969/j.issn.1671-7627.2020.05.001]
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纤维增强树脂基复合材料在土木基础设施领域中的应用()
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《南京工业大学学报(自然科学版)》[ISSN:1671-7627/CN:32-1670/N]

卷:
42
期数:
2020年05期
页码:
543-554
栏目:
出版日期:
2020-09-20

文章信息/Info

Title:
Application of fiber-reinforced resin matrix composites in the civil infrastructure field
文章编号:
1671-7627(2020)05-0543-12
作者:
韩娟刘伟庆方海
南京工业大学 土木工程学院,江苏 南京 211800
Author(s):
HAN Juan LIU Weiqing FANG Hai
College of Civil Engineering, Nanjing Tech University, Nanjing 211800, China
关键词:
纤维增强树脂基复合材料 土木基础设施 工程应用 智能复合材料 成型工艺
Keywords:
fiber-reinforced resin matrix composites civil infrastructure engineering application intelligent composites manufacturing process
分类号:
TU52
DOI:
10.3969/j.issn.1671-7627.2020.05.001
文献标志码:
A
摘要:
纤维增强树脂基复合材料作为一种高性能结构材料在基础设施领域逐步得到关注和应用,国内外相关学者开展了大量的研究与实践应用。本文对纤维增强树脂基复合材料的组成、主要特点以及成型工艺进行简单介绍,对纤维增强树脂基复合材料分别在建筑、桥梁、道面、防撞以及地下等土木基础设施领域中的研究及应用进行介绍与探讨。基于纤维增强树脂基复合材料已经显示的优势,对其发展趋势进行阐述:海工复合材料、复合材料漂浮式光伏支撑结构、智能复合材料以及复合材料和传统钢、混凝土材料的组合结构等均具有广阔的前景。通过对土木基础设施领域纤维增强树脂基复合材料应用进行系统综述,从而促进纤维增强树脂基复合材料的研究与工程应用。
Abstract:
As a kind of high performance structural material, fiber-reinforced resin matrix composites have been obtained more and more attention in the field of infrastructure. The material composition, main characteristics and manufacturing process of fiber-reinforced resin matrix composites were briefly introduced. The application of fiber-reinforced resin matrix composites in the civil infrastructure fields of architecture, bridge, pavement, anti-collision and underground infrastructure, etc., and its development trend was expounded. Marine composites, composite floating photovoltaic support structures, intelligent composites and combinatorial structures of composite materials and traditional steel and concrete had broad prospects. The application of fiber-reinforced resin matrix composites in civil infrastructure field was systematically summarized to promote the research and engineering application of fiber-reinforced resin matrix composites.

参考文献/References:

[1] CAO S H,ZHIS W,WANG X.Tensile properties of CFRP and hybrid FRP composites at elevated temperatures[J].Journal of Composite Materials,2009,43(4):315.
[2] 刘伟庆,方海,方园.纤维增强复合材料及其结构研究进展[J].建筑结构学报,2019,40(4):1.
[3] MANALO A,ARAVINTHAN T,KARUNASENA W.Flexural behaviour of glue-laminated fibre composite sandwich beams[J].Composite Structures,2010,92(11):2703.
[4] SATASIVAM S,BAI Y,ZHAO X L.Adhesively bonded modular GFRP web-flange sandwich for building floor construction[J].Composite Structures,2014,111(1):381.
[5] FANG H,SUN H M,LIU W Q,et al.Mechanical performance of innovative GFRP-bamboo-wood sandwich beams:experimental and modelling investigation[J].Composites Part B(Engineering),2015,79:182.
[6] WU C,BAI Y,ZHAO X L.Improved bearing capacities of pultruded glass fibre reinforced polymer square hollow sections strengthened by thin-walled steel or CFRP[J].Thin-Walled Structures,2015,89:67.
[7] FANG H,XU X,LIU W Q,et al.Flexural behavior of composite concrete slabs reinforced by FRP grid facesheets[J].Composites Part B(Engineering),2016,92:46.
[8] FANG Y,WANG K,HUI D,et al.Monitoring of seawater immersion degradation in glass fibre reinforced polymer composites using quantum dots[J].Composites Part B(Engineering),2017,112:93.
[9] FANG H,ZOU F,LIU W Q,et al.Mechanical performance of concrete pavement reinforced by CFRP grids for bridge deck applications[J].Composites Part B(Engineering),2017,110:315.
[10] SHI H Y,LIU W Q,FANG H,et al.Flexural responses and pseudo-ductile performance of lattice-web reinforced GFRP-wood sandwich beams[J].Composites Part B(Engineering),2017,108:364.
[11] QI Y J,FANG H,SHI H Y,et al.Bending performance of GFRP-wood sandwich beams with lattice-web reinforcement in flatwise and sidewise directions[J].Construction and Building Materials,2017,156:532.
[12] HESHMATI M,HAGHANI R,AL-EMRANI M.Environmental durability of adhesively bonded FRP/steel joints in civil engineering applications:state of the art[J].Composites Part B(Engineering),2015,81:259.
[13] YAN L B,KASAL B,HUANG L.A review of recent research on the use of cellulosic fibres,their fibre fabric reinforced cementitious,geo-polymer and polymer composites in civil engineering[J].Composites Part B(Engineering),2016,92:94.
[14] FOTSING E,LECLERC C,SOLA M,et al.Mechanical properties of composite sandwich structures with core or face sheet discontinuities[J].Composites Part B(Engineering),2016,88:229.
[15] 牛磊,黄英,张银铃.高性能纤维增强树脂基复合材料的研究进展[J].材料开发与应用,2012,27(3):86.
[16] VIJAY P V,SOTI P R,GANGARAO H V S,et al.Design and evaluation of an integrated FRP composite wicket gate[J].Composite Structures,2016,145:149.
[17] ANDRES-LEAL A,DEITZEL J M,GILLESPIE J W.Assessment of compressive properties of high performance organic fibers[J].Composites Science and Technology,2007,67(13):2786.
[18] KIM C,CHO C H,SON I,et al.Effect of microscale oil penetration on mechanical and chemical properties of carbon fiber-reinforced epoxy composites[J].Journal of Industrial and Engineering Chemistry,2017,61:112.
[19] MALKAPURAM R,KUMAR V,NEGI Y S.Recent development in natural fiber reinforced polypropylene composites[J].Journal of Reinforced Plastics and Composites,2009,28(10):1169.
[20] 陈思锜.BFRP耐腐蚀及疲劳性能提升方法研究[D].南京:东南大学,2017.
[21] 张小苹,周祝林.不饱和聚酯树脂在复合材料中的应用[J].纤维复合材料,2008,25(1):28.
[22] 钟方国.环氧乙烯基酯树脂种类及性能[J].纤维复合材料,2005,22(1):60.
[23] 余训章.高性能树脂基体在航空航天复合材料上的应用[J].玻璃钢,2006(4):14.
[24] SARGIANIS J,KIM H,ANDRES E,et al.Sound and vibration damping characteristics in natural material based sandwich composites[J].Composite Structures,2013,96:538.
[25] 赵景丽.蜂窝夹层结构复合材料的性能研究[D].西安:西北工业大学,2002.
[26] 张富宾.纤维腹板增强复合材料夹层梁受弯受剪性能研究[D].南京:南京工业大学,2015.
[27] 万里,刘伟庆,周叮,等.Balsa芯材夹层梁的失效分析[J].工程力学,2011,28(2):134.
[28] 方海,刘伟庆,陆伟东,等.泡桐木夹层结构材料的力学性能[J].南京工业大学学报(自然科学版),2011,33(5):7.
[29] 唐见茂.碳纤维树脂基复合材料发展现状及前景展望[J].航天器环境工程,2010,27(3):269.
[30] 汤文成,易红,唐寅,等.复合材料成型的工艺方法[J].合成纤维,1996,25(4):35.
[31] BENMOKRANE B,EL-SALAKAWY E,EL-GAMAL S,et al.Construction and testing of an innovative concrete bridge deck totally reinforced with glass FRP bars:val-alain bridge on highway 20 east[J].Journal of Bridge Engineering,2007,12(5):632.
[32] 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.
[33] YANG Y,WU G,WU Z S,et al.Structural performance of ballastless track slabs reinforced with BFRP and SFCB[J].Composites Part B(Engineering),2015,71(71):103.
[34] RIZKALLA S,LUCIER G,DAWOOD M.Innovative use of FRP for the precast concrete industry[J].Advances in Structural Engineering,2012,15(4):565.
[35] YOST J R,GOODSPEED C H,SCHMECKPEPER E R.Flexural performance of concrete beams reinforced with FRP grids[J].Journal of Composites for Construction,2001,5(1):18.
[36] KELLER T,SCHAUMANN E,VALLEE T.Flexural behavior of a hybrid FRP and lightweight concrete sandwich bridge deck[J].Composites Part A(Applied Science and Manufacturing),2007,38(3):879.
[37] SCHAUMANN E,VALLÉE T,KELLER T.Modeling of direct load transmission in sandwich beams with lightweight concrete[J].ACI Structural Journal,2009,106(4):435.
[38] BAI Y,KELLER T.Modeling of mechanical response of FRP composites in fire[J].Composites Part A(Applied Science and Manufacturing),2009,40(6):731.
[39] WU C,BAI Y,MOTTRAM J T.Effect of elevated temperatures on the mechanical performance of pultruded FRP joints with a single ordinary or blind bolt[J].Journal of Composites for Construction,2016,20(2):04015045.
[40] KELLER T.Multifunctional and robust composite material structures for sustainable construction[C]//The 5th International Conference on FRP Composites in Civil Engineering.Beijing:[s.n.],2011:20.
[41] ZHU D,SHI H Y,FANG H,et al.Fiber reinforced composites sandwich panels with web reinforced wood core for building floor applications[J].Composites Part B(Engineering),2018,150:196.
[42] ZAFARI B,MOTTRAM J T.Characterization by full-size testing of pultruded frame joints for the startlink house[J].Journal of Composites for Construction,2015,19(1)[2020-01-08].http://ascelibrary.org/doi/10.1061/%28ASCE%29CC.1943-
  5614.0000488.
[43] ZHANG Z J,BAI Y,XIAO X.Bonded sleeve connections for joining tubular glass fiber-reinforced polymer beams and columns:experimental and numerical studies[J].Journal of Composites for Construction,2018,22(4)[2020-01-08].http://ascelibrary.org/doi/10.1061/%28ASCE%29CC.1943-
  5614.0000853.
[44] DRAGON PLATE.Dragon Plate Products[EB/OL].[2020-01-08].https://dragonplate.Com/sections/products.Asp.
[45] GILBY J.Pultrusion provides roof solution[J].Reinforced Plastics,1998,42(6):48.
[46] FIBERLINE.Fiberline Company[EB/OL].[2020-01-08].https://www.fiber-line.Com/en.
[47] KELLER T,HAAS C,VALLEE T.Structural concept,design,and experimental verification of a glass fiber-reinforced polymer sandwich roof structure[J].Journal of Composites for Construction,2008,12(4):454.
[48] DICUONZO A,LAUDIERO F,MINGHINI F,et al.Design and construction of a temporary structure composed by FRP pultruded profiles [C]//Proceedings of the 4th International Conference on FRP Composites in Civil Engineering.Paris:Lavoisier Press,2008.
[49] BAI Y,YANG X.Novel joint for assembly of all-composite space truss structures:conceptual design and preliminary study[J].Journal of Composites for Construction,2013,17(1):130.
[50] 薛伟辰,杨佳林,王君若.预制夹芯保温墙体FRP连接件抗拔性能试验研究[J].玻璃钢/复合材料,2012(4):55.
[51] ZHU D,SHI H Y,FANG H,et al.Fiber reinforced composites sandwich panels with web reinforced wood core for building floor applications[J].Composites Part B(Engineering),2018,150:196.
[52] 姚树镇.对发展玻璃钢桥之浅见[J].桥梁建设,1990,20(3):27.
[53] 曾宪桃,车惠民.复合材料FRP在桥梁工程中的应用及其前景[J].桥梁建设,2000,30(2):66.
[54] THORNBURROW P R.Working together to build bridge[C]//Proceedings of ICCM/9.Madrid:University of Zaragoza,Wood-head Publishing Limited,1993:200.
[55] KELLER T,BAI Y,VALLEE T.Long-term performance of a glass fiber-reinforced polymer truss bridge[J].Journal of Composites for Construction,2007,11(1):99.
[56] 邵劲松,刘伟庆,蒋桐.民用工业中复合材料桁架的应用和发展[J].玻璃钢/复合材料,2006(5):35.
[57] PFEIL M S,TEIXEIRA A M A J,BATTISTA R C.Experimental tests on GFRP truss modules for dismountable bridges[J].Composite Structures,2009,89(1):70.
[58] 田野,冯鹏,覃兆平,等.FRP拉挤型材桁架桥结构体系的研究与应用[J].玻璃钢/复合材料,2012(增刊1):139.
[59] 冯鹏,田野,覃兆平.纤维增强复合材料拉挤型材桁架桥静动力性能研究[J].工业建筑,2013,43(6):36.
[60] 何弦,赵永高,杨海飞.国内最大GFRP 桁架桥“落地”淮安[EB/OL].[2020-01-08].http://www.gywb.cn/content/2015-09/29/content_3901869.htm.
[61] FANG H,BAI Y,LIU W Q,et al.Connections and structural applications of fibre reinforced polymer composites for civil infrastructure in aggressive environments[J].Composites Part B(Engineering),2019,164:129.
[62] 段江.桥梁封护系统纤维增强复合材料曲面夹芯板加工制作工艺[J].天津建设科技,2018,28(4):56.
[63] 冯鹏,叶列平.纤维增强复合材料桥面板的应用与研究[J].工业建筑,2004(增刊1):290.
[64] RAO H G,CRAIGO C A.Fiber-reinforced composite bridge decks in the USA[J].Structural Engineering International,1999,9(4):286.
[65] LUKE S,CANNING L,COLLINS S,et al.Advanced composite bridge decking system-project ASSET[J].Structural Engineering International,2002,12(2):76.
[66] LOPEZ-ANIDO R,GANGARAO H V S,TROUTMAN D.Design and construction of short-span bridges with modular FRP composite deck[C]//Second International Conference on Fiber Composites in Infrastructure.[S.l.]:ICCI,1998:705.
[67] 万水,胡红,周荣星.FRP桥面板结构特点与实例[J].南京理工大学学报(自然科学版),2005,29(1):17.
[68] BROWN R T,ZUREICK A.Lightweight composite truss section decking[J].Marine Structures,2001,14(1):115.
[69] HAYES M D,OHANEHI D,LESKO J J,et al.Performance of tube and plate fiberglass composite bridge deck[J].Journal of Composites for Construction,2000,4(2):48.
[70] BAKIS C E,BANK L C,BROWN V L,et al.Fiber-reinforced polymer composites for construction:state-of-the-art review[J].Journal of Composites for Construction,2002,6(2):73.
[71] 付翰香,薛元德,李文晓.拉挤成型FRP桥面板的研究[J].玻璃钢/复合材料,2003(6):45.
[72] 冯鹏.新型FRP空心桥面板的设计开发与受力性能研究[D].北京:清华大学,2004.
[73] 冯鹏,叶列平.外部纤维缠绕增强FRP桥面板受力性能试验研究[J].土木工程学报,2009,42(9):61.
[74] 冯鹏,叶列平.新型FRP桥面板及其试验研究[C]//全国FRP与结构加固学术会议论文集.西安:陕西科学技术出版社,2005:10.
[75] PARK S Z,LEE S W,HONG K J.FRP Composite decks for bridges and walkway/bikeway expansions in Korea [C]//International Workshop on Applications of FRP Composites in Civil Engineering.Taibei:[s.n.],2012.
[76] MANALO A,ARAVINTHAN T,KARUNASENA W.Flexural behaviour of glue-laminated fibre composite sandwich beams[J].Composite Structures,2010,92(11):2703.
[77] 朱坤宁,万水.GFRP桥面铺装力学性能研究[J].玻璃钢/复合材料,2011(5):35.
[78] KELLER T,ROTHE J,DE CASTRO J,et al.GFRP-balsa sandwich bridge deck-concept,design and experimental validation [J].Journal of Composites for Construction,2014,18(2)[2020-01-08].http://ascelibrary.org/doi/10.1061/%28ASCE%29CC.1943-5614.0000423\.
[79] 张为军,田野,覃兆平,等.桥梁用大截面FRP拉挤型材的结构设计与试验研究[J].玻璃钢/复合材料,2013(增刊3):55.
[80] WANG J,GANGARAO H V S,LIANG R F,et al.Durability and prediction models of fiber-reinforced polymer composites under various environmental conditions:a critical review [J].Journal of Reinforced Plastics and Composites,2016,35(3):179.
[81] 邹芳,方海,齐玉军,等.格构腹板增强轻木夹芯复合材料桥面板的制备与受弯分析[J].玻璃钢/复合材料,2017(3):44.
[82] 方海,刘伟庆,万里.格构增强型复合材料夹层结构的制备与受力性能[J].玻璃钢/复合材料,2009(4):67.
[83] 李巧生,赵钧.新型道面垫板在东南沿海导弹阵地抢修抢建中的研究与应用[J].机场工程,2010(4):2.
[84] 方海.新型复合材料夹层结构受力性能及其道面垫板应用研究[D].南京:南京工业大学,2008.
[85] 项海帆,范立础,王君杰.船撞桥设计理论的现状与需进一步研究的问题[J].同济大学学报(自然科学版),2002(4):386.
[86] FAN W,YUAN W C,CHEN B S.Steel fender limitations and improvements for bridge protection in ship collisions[J].Journal of Bridge Engineering,2015,20(12):06015004.
[87] ZHANG J,SUPERNAK P,MUELLER-ALANDER S,et al.Improving the bending strength and energy absorption of corrugated sandwich composite structure[J].Materials & Design,2013,52:767.
[88] WU Z M,LIU W Q,WANG L,et al.Theoretical and experimental study of foam-filled lattice composite panels under quasi-static compression loading[J].Composites Part B(Engineering),2014,60:329.
[89] 项燕飞.能量吸收材料与结构的评价指标[D].宁波:宁波大学,2014.
[90] AHMADI S A,PASHAEI M H,JAFARI-TALOOKOLAEI R A.Three-dimensional elastic-plastic pulse response and energy absorption of curved composite sandwich panel using DQ-Newmark method[J].Engineering Structures,2019,189:111.
[91] MITRA N,PATRA A,MONDAL S,et al.Interfacial delamination crack profile estimation in polymer foam-cored sandwich composites[J].Engineering Structures,2019,189:635.
[92] ZHANG Z,LEI H S,XU M C,et al.Out-of-plane compressive performance and energy absorption of multi-layer graded sinusoidal corrugated sandwich panels[J].Materials & Design,2019,178:107858.
[93] 刘伟庆,方海,祝露,等.船-桥碰撞力理论分析及复合材料防撞系统[J].东南大学学报(自然科学版),2013,43(5):1080.
[94] FANG H,MAO Y F,LIU W Q,et al.Manufacturing and evaluation of large-scale composite bumper system for bridge pier protection against ship collision[J].Composite Structures,2016,158:187.
[95] CHEN J Y,FANG H,LIU W Q,et al.Energy absorption of foam-filled multi-cell composite panels under quasi-static compression[J].Composites Part B(Engineering),2018,153:295.
[96] ZHU L,LIU W Q,FANG H,et al.Design and simulation of innovative foam-filled lattice composite bumper system for bridge protection in ship collisions[J].Composites Part B(Engineering),2019,157:24.
[97] 刘伟庆,方海,祝露,等.润扬长江公路大桥船撞数值模拟与复合材料防撞系统设计[J].玻璃钢/复合材料,2014(12):5.
[98] 邓国良,邓建新,黄家成,等.南昌大桥桥墩抗浮运管段撞击能力评估及复合材料防撞设计[J].南京工业大学学报(自然科学版),2017,39(5):115.
[99] 方海,钱长根,刘伟庆,等.株洲湘江一桥桥墩抗船撞能力评估及防撞方案研究[J].桥梁建设,2014,44(2):20.
[100] 姜华,耿波,张锡祥.桥墩新型防船撞装置防撞性能研究[J].振动与冲击,2014,33(17):154.
[101] 李嵩林,耿波,尚军年.环保型浮式柔性防撞装置试验与数值仿真研究[J].武汉理工大学学报(交通科学与工程版),2015,39(1):78.
[102] JIANG H,CHORZEPA M G.Evaluation of a new FRP fender system for bridge pier protection against vessel collision[J].Journal of Bridge Engineering,2015,20(2):05014010.
[103] 杨思远.新型海上风电基础防撞装置耗能性能及机理分析[D].哈尔滨:哈尔滨工程大学,2018.
[104] 王纪锋,关梁超,葛晶,等.京港澳高速沙河大桥桥墩抗船撞能力评估及防撞设施方案研究[J].中国水运,2019(10):62.
[105] 张文渊.FRP管道在城市供水工程中的应用[J].上海建材,2002(5):17.
[106] 黄佛光,黄明,陈超.GFRP筋在国内地下工程应用研究[J].建材世界,2019,40(3):42.
[107] 朱大宇.GFRP筋地下连续墙的施工应用研究[D].上海:同济大学,2008.
[108] 刘汉东,于新政,李国维.GFRP锚杆拉伸力学性能试验研究[J].岩石力学与工程学报,2005,24(20):3719.
[109] 袁勇,贾新,闫富友.岩石GFRP锚杆的可行性研究[J].公路交通科技,2004,21(9):13.

备注/Memo

备注/Memo:
收稿日期:2020-04-30
基金项目:国家重点研发计划(2019YFD1101205); 国家自然科学基金(51778285); 江苏省杰出青年基金(BK20190034)
作者简介:韩娟(1987—),女,E-mail:hanjuan_060101@163.com; 方海(联系人),教授,E-mail:fanghainjut@163.com.
引用格式:韩娟,刘伟庆,方海.纤维增强树脂基复合材料在土木基础设施领域中的应用[J].南京工业大学学报(自然科学版),2020,42(5):543-554.
HAN Juan, LIU Weiqing, FANG Hai. Application of fiber-reinforced resin matrix composites in the civil infrastructure field[J].Journal of Nanjing Tech University(Natural Science Edition),2020,42(5):543-554..
更新日期/Last Update: 2020-09-24