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聚丙烯腈纤维混凝土的低温性能 被引量:13

Properties of Polyacrylonitrile Fiber Reinforced Concrete at Low Temperatures
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摘要 研究了低温环境下 (气温变化为 - 15~ 5℃ )聚丙烯腈 (PAN)纤维对混凝土力学性能增长趋势的影响 ;探讨了快速冻融试验条件下 (- 17.5~ 7.5℃ )PAN纤维混凝土的抗冻融耐久性 .通过扫描电子显微镜 (SEM)观察发现PAN纤维在混凝土中分散性较好、纤维间距小、纤维和混凝土界面结合状况良好 .研究结果表明 ,掺入PAN纤维增加了混凝土的含气量 ,提高了混凝土的抗拉极限应变、抗弯韧性和断裂能 ,因而有利于混凝土低温环境下的强度增长和提高了混凝土的抗冻融耐久性 . Effect of polyacrylonitrile (PAN) fiber on the development of mechanical properties of concrete at low temperatures (air temperature ranges from -15~5 ℃) was studied,and the durability of freezing-thawing resistance of PAN fiber reinforced concrete was also researched under fast freezing-thawing-cycle condition (temperature ranges from -17.5~7.5 ℃).By scan electronic microscope (SEM) photography,the PAN fibers were found to be of well-distributed with short spaces,and to be firm interface combined with concrete.Results of the investigation indicated that adding PAN fibers into concrete leads to high air content,improves tensile strain limit,flexural toughness and fracture energy,which are beneficial to strength development and durability improvement of concrete at low temperatures.
作者 姚武
出处 《同济大学学报(自然科学版)》 EI CAS CSCD 北大核心 2004年第5期627-631,共5页 Journal of Tongji University:Natural Science
基金 国家'九七三'重点基础研究规划资助项目 (2 0 0 1CB610 70 4) 上海市科技发展基金 (启明星计划 )资助项目 (0 1QE14 0 5 2 )
关键词 聚丙烯腈纤维 混凝土 低温 耐久性 polyacrylonitrile fiber concrete low temperature durability
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参考文献5

  • 1Rocco C, Guinea G, Planas J, et al. Experimental analysis of rupture mechanisms in the Brazilian test. Fracture mechanics of concrete structures[A]. Proceedings FRAMCOS-3 [C]. Freiburg:Aedificatio Publishers, 1998.121-130.
  • 2Bazant Z, Kazemi M, Hssegawa T, et al. Size effect in Brazilian split-cylinder test [J]. ACI Materials Journal, 1991,88(3):325-332.
  • 3Romualdi J P,Batson G B. Mechanics of crack arrest in concrete[J]. J of Engineering Mechanics Division, 1963,89 (EM3):147-168.
  • 4Romualdi J P. Mandel J A. Tensile strength of concrete affected by uniformly distributed and closely spaced short lengths of wire reinforcement[J]. J Amcr Coner Inst, 1964,61(6):657-672.
  • 5姚武 李杰 等.混凝土劈拉破坏机理研究[J].岩石力学与工程学报,2001,.

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