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聚丙烯腈纤维水泥基复合材料抗干缩开裂性能研究 被引量:5

STUDY ON SHRINKAGE CRACKING RESISTANCE OF POLYACRYLONITRILE FIBER REINFORCED CEMENT BASED COMPOSITES
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摘要 本文研究了在较低体积掺量下 (≤ 1% ) ,聚丙烯腈纤维对水泥基材料的抗干缩开裂性能的影响 ,同时分析了其作用机理。结果表明 ,在合理掺量下聚丙烯腈纤维可以有效的延缓水泥基材料裂缝的扩展并减小裂缝的张开度。 In the paper the effects of polyacrylonitrile fiber added with the volume fraction not more than 1% on shrinkage cracking resistance of cement based composites were studied, and the mechanism was also analyzed. The results showed that polyacrylonitrile fibers with suitable volume fraction could effectively delay the cracking and decrease the crack width of cement based materials.
作者 冯炜 姚武
机构地区 同济大学
出处 《玻璃钢/复合材料》 CAS CSCD 2003年第6期19-21,共3页 Fiber Reinforced Plastics/Composites
基金 上海市科技启明星项目(0 1QE 1 40 52 ) 上海市重点学科建设基金联合资助项目
关键词 聚丙烯腈纤维 水泥基复合材料 抗干缩开裂 水泥混凝土材料 polyacrylonitrile fiber mortar ring shrinkage cracking resistance
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参考文献4

  • 1Rongxi Shen. Crack Arresting Effect of Polypropylene Monofilament Fibre at Small Dosage in Concrete, Proceedings of the International Conference on Fiber Reinforced Concrete,1997:27-31.
  • 2Syrendra P. Shap, chengsheng Ouyang, Shashidhara Marikunte, Wei Yang, etc, A method to predict shrinkage cracking of concrete, ACI Materials Journal, 95-m31.
  • 3Kraal, Paul P. A Proposed Test to Determine the Cracking Potential due to Drying Shrinkage of Concrete, Concrete Construction, 1985, 30(9) :775-77.
  • 4Romualdi, J P and Mandel, J A. Tensile strength of Concrete Affected by Uniformly Distributed and Closely Spaced Short Lengths of Wire Reinforcement. ACI Journal Proceedings, 1964,61 (6) :657 -670.

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