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FRP片材加固混凝土梁剥离承载力计算及设计 被引量：8

Design Models for Debonding Strength of RC Beams Strengthened with FRP Sheets or Plates
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摘要 粘贴FRP片材加固混凝土结构的界面剥离是该加固技术的关键问题。根据近年来对FRP片材加固混凝土的界面粘结性能、FRP片材加固混凝土梁的受弯和受剪剥离性能的试验和理论研究,介绍了FRP片材加固混凝土梁的抗弯和抗剪剥离承载力的计算和设计方法,及其有关保证剥离承载力的构造要求。 The FRP-to-concrete interfacial debonding is a fundamental key problem for the strengthening of RC structures with externally bonded FRP sheets/plates. It presents the design models and detail designs on the flexural or shear debonding of RC beams strengthened with FRP sheets/plates, which is based on the latest experimental and theoretical researches on the FRPto-concrete interfacial constitutive behavior, flexural and shear strengthening.
作者 叶列平 陆新征 滕锦光 陈建飞
机构地区 清华大学土木工程系 香港理工大学土木工程系 英国爱丁堡大学工程与环境研究院
出处 《建筑结构》 CSCD 北大核心 2007年第12期79-82,共4页 Building Structure
基金 国家自然科学重点基金项目(50238030) 国家自然科学基金-英国皇家学会国际合作项目(IS16657)资助
关键词 混凝土结构 FRP片材 结构加固 剥离 界面 RC Structure FRP sheets/plates strengthening debonding interface
分类号 TU599 [建筑科学—建筑技术科学] TU473.1 [建筑科学—结构工程]
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参考文献17

  • 1碳纤维片材加固混凝土结构技术规程(CECS146：2003)[s]，北京：中国计划出版社，2003．
  • 2LU X Z, YE L P, TENG J G,et al. Recent research on interfacial behavior of FRP sheets externally bonded to RC structures. Proc. 2nd International Conference on FRP Composites in Civil Engineering[C]. Adelaide, Australia, 2004. 389-398.
  • 3TENG J G, CHEN J F, SIMTH S T, et al. FRP-strengthened RC structures[M]. UK: John Wiley & Sons, 2002.
  • 4TENG J G, CHEN J F, SIMTH S T,et al. Behavior and strength of FRP-strengthened RC structures: a state-of-the-art review, Proc. The Institution of Civil Engineers-Structures and Buildings[C]. 2003,156 (1) :51-62.
  • 5TENG J G, ZHANG J W, SMITH S T. Interracial stresses in reinforced concrete beams bonded with a soffit plate: a finite element study[J]. Construction and Building Materials, 2002, 16(1): 1-14.
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  • 7SMITH S T, TENG J G. FRP-strengthened RC structures, Ⅱ: assessment of debonding strength models[J]. Engineering Structures, 2002, 24(4) :397-4t7.
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二级参考文献38

  • 1陆新征,谭壮,叶列平,江见鲸.FRP布-混凝土界面粘结性能的有限元分析[J].工程力学,2004,21(6):45-50. 被引量：53
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  • 3Technical Report of Technical Committee on Retrofit Technology[R]. Proc. Int. Symp. on Latest Achievement of Technology and Research on Retrofitting Concrete Structures[C]. Japanese Concrete Institute, Kyoto, Japan, 2003. 4-42.
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  • 5MONTI M, RENZELLI M, LUCIANI P. FRP adhesion in uncracked and cracked concrete zones[A]. Proc. 6th Int. Symp. on FRP Reinforcement for Concrete Structures [C]. World Scientific Publications, Singapore, 2003: 183-192.
  • 6NEUBAUER U, ROSTASY F S. Bond failure of concrete fiber reinforced polymer plates and inclined cracks-experiments and fracture mechanics model[A]. Proc. 4th Int. Symp. on Fiber Reinforced Polymer Reinforcement for Reinforced Concrete Structure[C]. Farmington Hill, USA, 1999: 369-382.
  • 7LU X Z, YE L P, TENG J G, JIANG J J. Meso-scale finite element model for FRP sheets/plates bonded to concrete [J]. Engineering Structures, 2005, 27(4): 564-575.
  • 8TENG J G, CHEN J F, SMITH S T, LAM L. FRP-strengthened RC structures [M]. UK: John Wiley & Sons, 2002.
  • 9CHEN J F, TENG J G. Anchorage strength models for FRP and steel plates bonded to concrete [J]. Journal of Structural Engineering, ASCE, 2001,127(7): 784-791.
  • 10YAO J. Debonding in FRP-strengthened RC structures [D]. Department of Civil and Structural Engineering, The Hong Kong Polytechnic University, 2004.

共引文献157

同被引文献63

引证文献8

二级引证文献54

建筑结构
2007年 第12期

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