期刊文献+

碳纤维/水泥基复合材料微观结构及机敏特性 被引量:13

Microcosmic and smart properties of carbon fiber cement-based composites
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摘要 以普通硅酸盐水泥为基体材料,以碳纤维为功能组分,采用压力成型法制备了碳纤维增强水泥基复合材料(CFRC)。用SEM和孔结构分析仪对复合材料的微观结构进行了分析,同时研究了其机敏特性。结果表明:较大成型压力制备的复合材料孔隙率明显低于较小成型压力制备的复合材料。不同成型压力制备的复合材料电阻率均随温度升高而呈先增大后减小的趋势。较小成型压力制备的CFRC,其临界温度为75~100℃;较大成型压力制备的CFRC,其临界温度为100~120℃。循环载荷下,碳纤维水泥基复合材料电阻的相对变化与载荷之间呈现明显的一一对应关系,较大成型压力制备的CFRC在每个循环过程中电阻相对变化的幅度明显大于较小成型压力制备的CFRC,更适合应用于结构的实时、动态的健康监测和损伤评估。 Portland cement and carbon fiber were used to fabricate carbon fiber reinforced cement-based composites (CFRC) by compressing. The microcosmic properties were analyzed by SEM and Poremaster Analyzer, and the smart properties were also studied. The results show that the porosities of the specimens formed under larger pressures are obviously lower than those of the specimens formed under smaller pressures. With the temperature increasing, the resistivities of the composites formed under different pressures show the trend of increase and decrease. The critical temperature zones of the specimens formed under the smaller and the larger pressures are between 75-100℃ and 100- 120℃, respectively. Under the low cyclic load, the fractional change in resistivity of CFRC changes reversibly with the cyclic load. The amplitude of the fractional change in resistance of the composites formed under the larger pressure is obviously larger than that of the composites formed under the smaller pressure, which is more suitable for the real-time, dynamic and health monitoring and damage assessment of structures.
出处 《复合材料学报》 EI CAS CSCD 北大核心 2006年第4期95-99,共5页 Acta Materiae Compositae Sinica
基金 山东省优秀中青年科学家科研奖励基金(O3BSO6O)
关键词 碳纤维 水泥基复合材料 微观特性 温敏性 压敏性 carbon fiber cement-based composite microcosmic property temperature-resistivity property piezoresistivity property
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  • 1陈兵,姚武.碳纤维混凝土的交流阻抗性能研究[J].混凝土与水泥制品,2000(z1):71-72. 被引量:1
  • 2姚武,陈兵,吴科如.损伤自诊断机敏混凝土的研究[J].混凝土与水泥制品,2000(z1). 被引量:2
  • 3毛起,赵斌元,沈大荣,李卓球.水泥基碳纤维复合材料压敏性的研究[J].复合材料学报,1996,13(4):8-11. 被引量:75
  • 4姚武 陈兵 等.三点弯曲负荷下碳纤维水泥基材料的导电性研究[J].中国学术期刊文摘(科技快报),2001,7(8):53-54.
  • 5陈兵 姚武 等.碳纤维水泥基材料的塞贝克效应研究[J].中国学术期刊文摘(科技快报),2001,7(8):55-56.
  • 6Chen P W, Chung D D L. Carbon fiber reinforced concrete for smart structure capable of non-destructive flaw detection[J]. Smart Material Structure, 1993, (2) :22-28.
  • 7Wang S, Shui X, Fu X, et al. Early fatigue damage in carbon-fibre composites observed by electrical resistance measurement [J]. Journal of Materials Science, 1998,33(12) :3875-3884.
  • 8Fu X, Chung D D L. Self-monitoring of fatigue damage in carbon fiber reinforced cement [J]. Cent Concr Res, 1996,26( 1 ) : 15-19.
  • 9Reidy R F, Simkovieh G. Anomalous electrical behavior of polymer-carbon composites as a function of temperature[J]. Journal of Materials Science, 1993,28(4) :799-804.
  • 10郭全贵,新型碳材料,1995年,1卷,6页

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