期刊文献+

纤维塑料筋混凝土梁延性分析的能量表示法 被引量:6

An Energy Expression Method of Ductility Analysis of Concrete Beam Reinforced with Fiber Reinforced Plastics Bars
在线阅读 下载PDF
导出
摘要 由于普通钢筋混凝土梁基于钢筋屈服的延性分析方法不能直接用于仅配纤维塑料筋(FRP)的混凝土梁,通过分析国内外有关FRP筋混凝土梁的研究成果,引入了一种针对FRP混凝土梁的基于能量的延性定义,并给出了“延性比”的能量表达式。该定义同时适用于普通钢筋混凝土梁的延性分析。 Conventional measures of the ductility based on the yielding of steel bar could not directly apply in the concrete beams that containing only fiber reinforced plastics (FRP) bars. By analyzing Chinese and overseas research results of concrete beams reinforced with FRP bars, the definition of the ductility based on energy of concrete beams reinforced with FRP bars was introduced, and the energy formulation of ductility ratio was got. The definition could also be applicd in conventional concrete beams.
出处 《武汉理工大学学报》 CAS CSCD 北大核心 2005年第8期49-51,共3页 Journal of Wuhan University of Technology
基金 国家自然科学基金(50008012) 广西自然科学基金(桂科自0481007)
关键词 纤维塑料筋 混凝土梁 延性分析 能量表示法 fiber reinforced plastics bars(FRP) concrete beams ductility analysis energy expression method
  • 相关文献

参考文献8

  • 1薛伟辰.纤维塑料筋研究进展[A]..第十届全国纤维混凝土学术会议论文集[C].上海:同济大学出版社,2004.63-67.
  • 2张鹏,邓宇.单根碳纤维塑料筋新型锚具的研制[J].施工技术,2003,32(11):32-33. 被引量:10
  • 3张鹏,郑文静,唐小林,韦树英,许成祥.部分预应力部分粘结CFRP混凝土梁的受弯性能[J].武汉理工大学学报,2005,27(6):29-31. 被引量:7
  • 4Cohn M Z,Bartlett M.Nonlinear Flexural Response of Partially Prestressed Concrete Sections[J].Journal of the Structural Division,ASCE,1982,108(2):2747-2765.
  • 5Thompson K J,Park R.Ductility of Ptestressed and Partially Partially Prestressed Concrete Sections[J].PCI Journal,1980,25(2):45-69.
  • 6Park R,Falconer T J.Ductility of Prestressed Concrete Piles Subjected to Simulated Seismic Loading[J].PCI Journal,1983,28(5):112-144.
  • 7Abdelrahman AA.Serviceability of Concrete Beams Prestressed by Fibre Reinforced Plastic Tendons[D].Winnipeg:University of Manitoba,1995.
  • 8Rizkalla N S.Partial Bonding and Partial Prestressing Using Stainless Steel Reinforcement for Members Prestressed with FRP [D].Kingston:Queen's University,2000.

二级参考文献6

  • 1戴征.STM系列预应力锚具的研制[J].上海铁道大学学报,1996,17(3):109-116. 被引量:1
  • 2Masmoudi R, Theriault M, Benmokrane B. Flexural Behavior of Concrete Beams Reinforced with Deformed Filer Reinforced Plastic Reinforcing Rods[J]. ACI Structural Journal, 1998,95(6): 665-675.
  • 3Rizkalla N S. Partial Bonding and Partial Prestressing Using Stainless Steel Reinforcement for Members Prestressed with FRP[D]. Kingston: Queen's University, 2000.
  • 4Dorian Peng Tung. Deformability and Ductility of Partially-prestressed Concrete Beams Containing CFRP/Stainless Steel Rein-forcements[D]. Kingston: Queen's University, 2002.
  • 5于滨,冯大斌,聂永明,栾贵臣,裴彇,张清杰.QMV新型锚具的研究与应用[J].施工技术,2001,30(7):31-33. 被引量:1
  • 6戴绍斌,朱健.预应力碳纤维筋混凝土梁张拉损失的试验研究[J].武汉理工大学学报,2004,26(3):70-72. 被引量:5

共引文献16

同被引文献73

引证文献6

二级引证文献36

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