纤维增强复合材料加固钢筋混凝土梁徐变的研究进展Research on Long-Term Creep of RC Beams Strengthened With Externally Bonded FRP Plates
蔡涛,江世永,姚未来,陶帅
CAI Tao,JIANG Shi-yong,YAO Wei-lai,TAO Shuai
摘要(Abstract):
随着纤维增强复合材料(FRP)对既有建筑物的加固与修复技术的运用越来越广泛,使得被加固或修复构件、结构的使用寿命得到延长,因此FRP与被加固构件一起必然要受到长期荷载的作用。收集了国内外已有的关于FRP加固钢筋混凝土梁(简称RC梁)徐变性能的研究文献,从FRP材料的蠕变研究现状以及FRP加固RC梁徐变性能的研究现状这两个方面进行总结,发现现有的关于FRP加固RC梁徐变性能的研究主要集中在FRP单一材料的蠕变性质,以及直结加固梁的徐变研究,对接近实际工况的加固前有损伤的梁的徐变性能研究较少。
With the broad use of fiber reinforced polymer(FRP) for the strengthen and repairing of existingbuildings, the service life of reinforced or repaired structures has been prolonged, so that the FRP must besubjected to long-term loads together with the member to be strengthened. The current research on thecreep of FRP-strengthened reinforced concrete(RC) beams were collected, the current situation of FRP ma-terial creep research and the creep study of FRP-strengthened(RC) beams were summarized. It is foundthat the existing researches about creep behavior of FRP-strengthened RC beams are mainly focused on thecreep properties of single FRP material and the creep study of the beams strengthened before loading. Studynear the actual condition of the creep behavior of the FRP-strengthened RC beams is less.
关键词(KeyWords):
纤维增强复合材料;加固;钢筋混凝土梁;徐变性能
FRP;strengthened;RC beams;long-term creep property
基金项目(Foundation): 重庆市高校优秀成果转化资助重点项目(KJZH14220)
作者(Author):
蔡涛,江世永,姚未来,陶帅
CAI Tao,JIANG Shi-yong,YAO Wei-lai,TAO Shuai
DOI: 10.16090/j.cnki.hcxw.2018.05.008
参考文献(References):
- [1]王文炜.FRP加固混凝土结构技术及应用[M].北京:中国建筑工业出版社,2007.
- [2]卢亦焱.混凝土结构加固设计原理[M].北京:高等教育出版社,2016.
- [3]滕锦光,陈建飞,史密斯,等.FRP加固混凝土结构[M].北京:中国建筑工业出版社,2005.
- [4]陈凤山.实用混凝土结构加固技术[M].北京:化学工业出版社,2013.
- [5]曾春燕.FRP抗剪加固RC梁的承载力分析[D].杭州:浙江大学,2006.
- [6]田波,王苏岩.FRP加固混凝土梁粘结剥离破坏研究进展[J].工程抗震与加固改造,2014,36(1):105-110.
- [7]GEMERT D V.Force transfer in epoxy bonded steel/concrete joints[J].International Journal of Adhesion&Adhesives,1980,1(2):67-72.
- [8]NANNI A,MILLER B,LORENZIS L D.Bond of fiber-reinforced polymer laminates to concrete[J].Aci Materials Journal,2001,98(3):256-264.
- [9]龚吉光.复合锚固FRP加固法的改进及理论分析[D].吉林:吉林建筑大学,2014.
- [10]飞渭,江世永,彭飞飞,等.预应力碳纤维布加固混凝土受弯构件试验研究[J].四川建筑科学研究,2003,29(2):56-60.
- [11]飞渭,江世永,彭飞飞,等.预应力碳纤维布加固混凝土受弯构件正截面承载力分析[J].四川建筑科学研究,2003,29(3):42-45.
- [12]曾祥蓉,江世永,陈进,等.不卸载时预应力碳纤维布加固混凝土梁有限元分析[J].四川建筑科学研究,2005,31(3):60-62.
- [13]任慧韬.纤维增强复合材料加固混凝土结构基本力学性能和长期受力性能研究[D].大连:大连理工大学,2003.
- [14]HOLLAWAY L C,LEEMING M.Strengthening of reinforce concrete structures[J].Key Engineening Materials,1999,738:238-248.
- [15]FINDLEY W N.Mechanism and mechanics of creep of plastics[J].SPE Journal,1960,16(1):57-65.
- [16]STAFF J L S.Measurement of composite creep[J].Experimental Techniques,1991,15(5):32-37.
- [17]MCCLUREY G,MOHAMMADI Y.Compression creep of pultruded e-glass-reinforced-plastic angles[J].Journal of Materials in Civil Engineering,1995,7(4):269-276.
- [18]HORVATH J S.Mathematical modeling of the stress-strain-time behavior of geosynthetics using the findley equation:General theory and application to EPS-block geofoam[J].New York Civil Engineering Department,1998,41(4):357-364.
- [19]ASCIONE L,BERARDI V P,D'Aponte A.Long-term behavior of PC beams externally plated with prestressed FRP systems:A mechanical model[J].Composites Part B Engineering,2011,42(5):1196-1201.
- [20]VAS L M,BAKONYI P.Creep failure strain estimation of glass fibre/polypropylene composites based on short-term tests and Weibull characterisation[J].Journal of Reinforced Plastics&Composites,2013,32(32):34-41.
- [21]ASCIONE L,BERARDI V P,D’Aponte A.Creep phenomena in FRP materials[J].Mechanics Research Communications,2012,43:15-21.
- [22]ACI Committee 435.Control of deflection in concrete structures[M].ACI,1995.
- [23]CLEARY D B,CASSINO C D,TORTORICE R,et al.Effect of elevated temperatures on a fiber composite used to strengthen concrete columns[J].Journal of Reinforced Plastics&Composites,2003,22(10):881-895.
- [24]SáM F,GOMES A M,CORREIA J R,et al.Creep behavior of pultruded GFRP elements-Part 1:Literature review and experimental study[J].Composite Structures,2011,93(10):2450-2459.
- [25]李建辉,邓宗才.FRP应力松弛及徐变性能的研究近展[J].玻璃钢/复合材料,2007(3):56-59.
- [26]ELLYIN F,ROHRBACHER C.The influence of aqueous environment,temperature and cyclic loading on glass-fibre/epoxy composite laminates[J].Journal of Reinforced Plastics&Composites,2003,22(7):615-636.
- [27]NIKOLAOS PLEVRIS,HANASIS C Triantafillou.Time-dependent beahavior of RC members strengthened with FRP laminates.Journal of structural Engineer-ing.1994,20(3):1016-1041
- [28]HONG S,PARK S K.Long-term behavior of fiber reinforced polymer plated concrete beams under sustained loading:Analytical and experimental study[J].Composite Structures,2016,152:140-157.
- [29]EL-SAYED A K,AL-ZAID R A,AL-NEGHEIMISH A I,et al.Long-term behavior of wide shallow RC beams strengthened with externally bonded CFRP plates[J].Construction&Building Materials,2014,51(4):473-483.
- [30]TAN K H,SAHA M K.Long-term deflections of reinforced concrete beams externally bonded with FRP system[J].Journal of Composites for Construction,2006,10(6):474-482.
- [31]OLLER E,MARI A R.Long-term bond stresses and debonding failure of FRP-strengthened RC cracked members[J].Composites Part B,2013,52(9):30-39.
- [32]SOBUZ H R,AHMED E,SUTAN N M,et al.Bending and time-dependent responses of RC beams strengthened with bonded carbon fiber composite laminates[J].Construction&Building Materials,2012,29(29):597-611.
- [33]CHAMI G A,THéRIAULT M,NEALE K W.Creep behaviour of CFRP-strengthened reinforced concrete beams[J].Construction&Building Materials,2009,23(4):1640-1652.
- [34]MULLER M,TOUSSAINT E.Investigation into the time dependent behaviour of reinforced concrete specimens strengthened with externally bonded CFRP-plates[J].Composites Part B Engineering,2007,38(4):417-428.
- [35]曾宪桃.黏贴玻璃钢板加固混凝土梁动静载行为研究及其徐变特性分析[D].成都:西南交通大学,1998.
- [36]DIAB H M,AHMED E.analytical study on long-term deflections of beams strengthend by prestressed frp sheets[C]//International symposium on innovation&sustainability of structures in civil engineering[J].Am Concrete Inst Journal&Proceedings,2015,8(7):111-120.
- [37]DIAB H,WU Z,AHMED E.Long-term deflections of beams strengthened by prestressed and non-prestressed FRP Sheets[J].Journal of Composites for Construction,2013,15(6):887-895.
- [38]KIM S H,HAN K B,KIM K S,et al.Stress-strain and deflection relationships of RC beam bonded with FRPs under sustained load[J].Composites Part B Engineering,2009,40(4):292-304.
- [39]CLARK L A.CEB-FIP model code 1990[J].Programs Usenix Unix Supplementary Documents,2008,40(95):233-235.
- [40]MULLER M,TOUSSAINT E.Investigationintothetime-dependent behaviour of reinforced concrete specimens strengthened with externally bonded CFRP-plates[J].Composites Part B Engineering,2007,38(4):417-428.
- [41]MANCUSI G,SPADEA S,BERARDI V P.Experimental analysis on the time-dependent bonding of FRP laminates under sustained loads[J].Composites Structure,2012,21(4):116-122.
- [42]MARíA R,OLLER E,BAIRáN J M,et al.Simplified method for the calculation of long-term deflections in FRP-strengthened reinforced concrete beams[J].Composites Part B,2013,45(1):1368-1376.
- [43]龚畅.FRP加固混凝土结构受力性能研究[D].长沙:湖南大学,2011.
- [44]饶欣频.外贴碳纤维布加固RC梁的徐变试验研究[D].长沙:湖南大学,2006.