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外包碳纤维增强高强混凝土柱的研究趋势 被引量:4

Trend of research on high strength concrete column enwrapped by continuous carbon fiber sheet
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摘要  针对外包碳纤维改善高强混凝土柱抗震性能的问题,提出可以充分利用碳纤维复合材料的力学性能和感知特性,发展新型的具有损伤自监测功能的外包碳纤维机敏高强混凝土柱组合构件;通过研究环氧树脂基碳纤维应力-应变-电阻的损伤自监测特性,不仅可以揭示外包碳纤维对核心高强混凝土的增强机理,还可以进一步建立震后构件的安全评定方法和标准;通过上述研究,对高强混凝土结构抗震和震后定量安全评定提供了新理论和新方法,为发展机敏高强混凝土结构提供一条崭新的途径。 The carbon fiber sheet not only can be used to improve seismic performance of high strength concrete (HSC) column with its superior mechanical properties,but also can be used to develop a new HSC composite member by using its intelligent property of self-monitoring damage.First,the relationship between strain,stress,and electrical conductibility of carbon fiber sheet with epoxy resin should be experimentally studied and theoretically analyzed.Based on the intelligent property of carbon fiber sheet,the enhanced mechanics to core concrete and the safety evaluation standard of the composite member after seismic could be established.From previous researches,a new method to evaluate safety of HSC structure after seismic and a path to develop smart HSC structure could be applied.
出处 《混凝土》 CAS CSCD 北大核心 2005年第1期16-19,共4页 Concrete
关键词 碳纤维 高强混凝土 损伤监测 安全评定 carbon fiber high strength concrete monitoring damage safety evaluation
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  • 1卢亦焱,史健勇,赵国藩.碳纤维布约束轴心受压混凝土方形柱承载力计算研究[J].工程力学,2004,21(4):22-27. 被引量:21
  • 2赵志平,常建立,杨晓光.利用ANSYS对碳纤维布加固RC梁的非线性有限元分析[J].四川建筑科学研究,2006,32(1):79-83. 被引量:21
  • 3薛伟辰,王晓辉.有黏结预应力CFRP筋混凝土梁试验及非线性分析[J].中国公路学报,2007,20(4):41-47. 被引量:27
  • 4Samaan M,Mirmiran A.Model of concrete confined by fiber composites[J].Journal of Structural Engineering,1998,124(9):1025-1031.
  • 5Lam L,Teng J G.Design-oriented stress-strain model for FRP-confined concrete[J].Construction and Building Materials,2003,17(6):471-489.
  • 6XIAO Y,WU H_ Compressive Behavior of ConcreteConfined by Carbon Fiber Composite Jackets [J].Journal of Materials in Civil Engineering, 2000,12(2).:139-146.
  • 7WIGHT R G,GREEN M F,ERKI M A. PrestressedFRP Sheets for Poststrengthening Reinforced Con-crete Beams [J]. Journal of Composites for Construc-tion, 2001,5(4): 214-220.
  • 8TOUTANJI H A. Stress-strain Characteristics ofConcrete Columns Externally Confined with Ad-vanced Fiber Composite Sheets [J]. ACI MaterialsJournal,1999,96(3). :397-404.
  • 9程东辉.预应力碳纤维布张拉装置:中国,20102024-0641. 1[P]. 2011-01-05.
  • 10TENG J G, LAM L. Behavior and Modeling of FiberReinforced Polymer Confined Concrete[J]. Journal ofStructural Engineering,2004,130(11). :1713-1723.

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