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碳纤维加固混凝土试件低温温度应力的试验研究 被引量:2

Test Research on Low Temperature Stress of Concrete Members Strengthened with Carbon Fiber
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摘要 通过试验,在温差为60℃的条件下,研究了碳纤维加固混凝土构件在低温条件下的温度应力,推导了计算温度应力的解析式,并用Ansys计算软件对温度应力进行了仿真模拟。并将解析解、仿真值及实测值三者进行了对比,且三者数值吻合较好。研究结果表明,计算温度应力的解析公式计算碳纤维加固混凝土梁的温度应力,具有足够的精度,可以满足工程上的需要;在低温条件下,温差较大的地区用碳纤维加固的混凝土构件所产生的温度应力较大,因此,粘贴碳纤维的时间宜选在春秋温度较适中的季节进行;一年内温差达到60℃以上的寒冷地区,在进行碳纤维加固混凝土构件时,应充分考虑温度应力问题。 Under the condition of 60 ℃ thermal difference, temperature stress of concrete members strengthened with carbon fiber reinforced plastic is researched by test, the analytic formula of temperature stress is derived, and temperature stress of concrete members strengthened is simulated by Ansys calculating software. The results of analytic formula, simulation and test are contrasted. It is shown that the result of three kinds of calculating methods is consistent, the temperature stress of concrete members strengthened with carbon fiber reinforced plastic calculated by analytic formula possesses enough precision and meet the requirement of engineering. Under the condition of the low temperature, concrete members strengthened with carbon fiber reinforced plastic at the area where thermal difference is biggish will bring the bigger temperature stress, so the time for carbon fiber aflixion should be chosen at autumn or spring when the temperature is moderate. In the cold zone where thermal difference exceeds 60 ℃ in one year, the temperature stress should be take into more account in the course of strengthening the concrete members.
出处 《公路交通科技》 CAS CSCD 北大核心 2007年第9期61-64,68,共5页 Journal of Highway and Transportation Research and Development
基金 广东省自然科学基金资助项目(031394)
关键词 桥梁工程 CFRP 有限元分析 温度应力 混凝土构件 bridge engineering CFRP finite element analysis temperature stress concrete members
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  • 1申屠龙美,蒋金生.对粘钢加固低强度混凝土梁的探讨[J].结构工程师,1994,10(1):28-31. 被引量:2
  • 2徐芸,徐荫,查润华,樊志勇.碳纤维板加固钢筋混凝土梁裂缝的试验研究[J].九江学院学报(自然科学版),2005,20(1):22-25. 被引量:4
  • 3庄江波,叶列平,鲍轶洲,伍杨波.CFRP布加固混凝土梁的裂缝分析与计算[J].东南大学学报(自然科学版),2006,36(1):86-91. 被引量:31
  • 4岳清瑞.中国纤维增强塑料(FRP)混凝土结构学术交流会(首届学术会议论文集) [C].北京:国家工业建筑诊断与改造工程技术研究中心, 冶金工业部建筑研究总院,2000..
  • 5涌井一 松本信之.新素材纤维シ一トによる铁道高架桥の耐震补强 [J].JSCE,1997,82:10-12.
  • 6黄培彦 郑小红 罗立峰 等.碳纤维增强砼缺口试件破坏模式的研究[J].湖南大学学报,2001,28(4):9-15.
  • 7刘兴法.预应力箱梁温度应力计算方法[J].土木工程学报,1986,19(1):31-42.
  • 8Lees J M,Winistorfer A U,Meier U.External prestressed carbon fiber-reinforced polymer straps for shear enhancement of concrete[J].Journal of Composites for Construction,2002,6(4):249-256.
  • 9崔卫.[D].北京:清华大学土木工程系,2001.
  • 10刘志强.[D].成都:西南交通大学土木工程系,2003.

共引文献207

同被引文献24

  • 1张鹏,郝宪武.碳纤维加固桥用空心板模型试验研究[J].工业建筑,2005,35(z1):921-923. 被引量:6
  • 2张忠苗,刘俊伟,谢志专,张日红.新型混凝土管桩抗弯剪性能试验研究[J].岩土工程学报,2011,33(S2):271-277. 被引量:33
  • 3Malvar L J,Joshi N R,Beran J A. Environmental effects on the short-term bond of carbon fiber-reinforced polymer(CFRP) composites[J].Journal of Composites for Constrution,2003.58-63.
  • 4Zhen Mei,Chung D D L. Effects of temperature and stress on the interface between concrete and its carbon fiber epoxy-matrix composite retrofit,studied by electrical resistance measurement[J].Cement and Concrete Research,2000,(30):799-802.
  • 5Lai W L,Kou S C,Poon C S. Characterization of the deterioration of externally bonded CFRP-concrete composites using quantitative infrared thermography[J].Cement and Concrete Composites,2010,(32):740-746.
  • 6Bouchikhi A S,Lousdad A,Megueni A. On the reduce of interfacial shear stresses in fiber reinforced polymer plate retrofitted concrete beams[J].Materials & Design,2010,(31):1508-1515.
  • 7徐芝纶.弹性力学简明教程[M]北京:高等教育出版社,2002.
  • 8叶见曙.结构设计原理[M]北京:人民交通出版社,2005.
  • 9彭晖,尚守平,刘兴彦.预应力碳纤维片材张放后端部粘结应力分析[J].交通科学与工程,2009,25(2):66-70. 被引量:8
  • 10邓军,黄培彦.预应力CFRP板加固梁的界面应力分析[J].工程力学,2009,26(7):78-82. 被引量:12

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