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碳纤维预成型板耐久性研究 被引量:1

Durability of carbon fiber preform board
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摘要 通过湿热老化、冻融循环、海水冻融和侵蚀耦合作用及盐雾腐蚀试验,研究了这些试验环境对碳纤维预成型板(CFRP板)拉伸性能的影响程度及原因。结果表明:这些试验环境对CFRP板拉伸,性能都有不同程度的变化,变化原因与其环氧树脂基体有关。 Based on damp heat aging, freeze-thaw cycles, freeze-thaw cycles-Seawater Composite role,the degree and reason of influence for carbon fiber preform board (CFRP board) were studied .The results showed that: Tensile properties of CFRP board has a different degree of change,change reasons related to its epoxide resins matrix.
出处 《中国建材科技》 2014年第5期11-13,93,共4页 China Building Materials Science & Technology
关键词 CFRP板 环氧树脂 耐久性 拉伸性能 CFRP board epoxide resins durability tensile properties
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参考文献11

  • 1GB/T3354-1999《定向纤维增强塑料拉伸性能试验方法》.
  • 2GB/T2567-2008《树脂浇铸体性能试验方法》.
  • 3《混凝土加固设计规范》(GB50367-2006).
  • 4GB50728-2011《工程结构加固材料安全性鉴定技术规范》.
  • 5GB/T 10125-2012《人造气氛腐蚀试验盐雾试验》.
  • 6ZhongY,Zhou J R.Study of thermal and hygrothermalbehaviour of glass/viny lester composites [J].J ReinforcedPlastics Comp, 1999,18(17): 1619.
  • 7SelzerS,Friedrich K. Mechanical properties and fatiguebehaviour of carbon fiber reinforced polymer composites underthe influence of moisture[J].Composites, 1997,28A(6):595.
  • 8GhorbedI,Valentin D.Hygrothermal effects on thephysicochemical properties of pure and glass一fiber reinforcedpolyester and viny lester resins[J]..PolymComp,2003,14(4):324.
  • 9任慧韬,李杉,黄承逵.冻融循环和荷载耦合作用下CFRP(碳纤维增强聚合物)片材的耐久性试验研究[J].工程力学,2010,27(4):202-207. 被引量:12
  • 10d’Almeida J R M. Effects of distilled water andsaline solution on the interlaminar shear strength of an aramid/epoxy composite [J ].Composites, 1991,22(6):448~450.

二级参考文献12

  • 1Dutta P K, Hui D. Low-temperature and freeze-thaw durability of thick composite [J]. Composite Part B, 1996, 27(3): 371-379.
  • 2Karbhari V M, ASCE M. Response of fiber reinforced polymer confined concrete exposed to freeze and freeze-thaw regimes [J]. Journal of Composite for Construction, 2002, 6(1): 35-40.
  • 3Lord H W, Durra P K. On the design of polymeric composite structures for cold regions applications [J]. Journal of Reinforced Plastic Composite, 1988, 7(5):435-458.
  • 4Karbhari V M, Rivera J, Dutta P K. Effect of short-term freeze-thawcycling on composite confined concrete [J]. Journal of Composite for Construction, 2000, 4(4): 191-197.
  • 5Rivera J, Karbhari V M. Cold-temperature and simultaneous aqueous environment related degradation of carbon/vinylester composite [J]. Composite Part B, 2002, 33(1): 17-24.
  • 6Karbhari V M, Pope G. Impact and flexure properties of glass/vinglester composites in cold regions [J]. Journal of Cold Regions Engineering, 1994, 8(1): 1-20.
  • 7Karbhari V M, ASCE M. Response of fiber reinforced polymer conf'med concrete exposed to freeze and freeze-thaw regimes [J]. Journal of Composite for Construction, 2002, 6(1): 35-40.
  • 8Dutta P K. Structural fiber composite materials for cold regions [J]. Journal of Cold Regions Engineering, 1988, 2(2): 124-134.
  • 9An Y. Durability of glass fiber/vinyl ester composites as bridge deck subject to weathering conditions [D]. Michigan, Detroit: Wayne State University, 2005: 79- 87.
  • 10Yao W X, Himme L N. A new cumulative fatigue damage model for fiber-reinforced plastics [J]. Composites Science and Technology, 2000, 60(1): 59-64.

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