期刊文献+

碳纤维布加固钢筋混凝土板受弯性能的研究 被引量:5

STUDY ON FLEXURAL BEHAVIOR OF REINFORCED CONCRETE SLAB WITH CONTINUOUS CARBON FIBER SHEET
下载PDF
导出
摘要 为研究碳纤维布对混凝土板受弯性能的影响 ,在合理评定碳纤维布力学指标的基础上 ,通过试验 ,表明使用碳纤维布提高钢筋混凝土受弯构件正截面承载力的方法是有效的 。 To study the affect of continuous carbon fiber sheet on flexural behavior of concrete slab,on the basis of reasonable evaluation of mechanics parameter of continuous carbon fiber sheet,we made experiment which showed that carbon fiber sheet can efficiently improve bending bearing on right section of flexural members.
出处 《建筑技术》 北大核心 2001年第6期368-370,共3页 Architecture Technology
基金 国际合作研究项目!(日本文部省N0.10045055)
关键词 碳纤维布 受弯性能 补强加固 钢筋混凝土板 continuous carbon fiber sheet flexural behavior strengthening
  • 相关文献

参考文献4

二级参考文献6

共引文献343

同被引文献31

  • 1GB50010-2002.混凝土结构设计规范[S].[S].,..
  • 2GB-50010.碳纤维加固钢筋混凝土结构技术规程.[S].,..
  • 3喻林.碳纤维材料在粱板加中的应用[Z].,..
  • 4Delamination Effects in Reinforcec Concrete Slabs Strengthened With Circular Composite Patches. JOURNAL OF ENGINEERING MECHANECS ASCE/DECEMBER2004.
  • 5Seliem H M, Seracino R, Sumner E A , Smith S T. Case study on the restoration of flexural capacity of continuous one-way RC slabs with cutouts [ J]. Journal of Composites for Construction, 2011,15 ( 6 ) : 992- 998.
  • 6Khalifa A, Nanni A. Rehabilitation of rectangular simply supported RC beams with shear deficiencies using CFRP composites [ J ]. Construction and Building Materials ,2002, 16 (3) : 135-146.
  • 7Bilotta A, Ceroni F, Nigro E, Pecce M. Efficiency of CFRP NSM strips and EBR plates for flexural strengthening of RC beams and loading pattern influence [ J ]. Composite Structures, 2015,124 (12) : 163-175.
  • 8Arduiui M, Nanni A, Romagnolo M. Performance of one-way reinforced concrete slabs with externally bonded fiber-reinforced polymer strengthening [ J ].ACI Structural Journal, 2004, 101 (2) : 193-201.
  • 9Seim W, Horman M, Karbhari V, Seible F. Extemal FRP post strengthening of scaled concrete slabs [ J ]. Journal of Composites for Construction, ASCE, 2001,5 (2) :67-75.
  • 10A1-Negheimish A I, E1-Sayed A K, A1-Zaid R A, et al. Behavior of wide shallow RC beams strengthened with CFRP reinforcement [ J ]. Journal of Composites for Construction, ASCE, 2012, 16(4) : 418-429.

引证文献5

二级引证文献9

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部