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高温后C80高强混凝土的质量损失和抗压性能研究 被引量:10

Mass Loss and Compressive Properties of C80 High Strength Concrete at Elevated Temperature
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摘要 对掺聚丙烯纤维的C80高强混凝土立方体试件模拟高温试验后,进行混凝土质量损失和抗压性能测试,研究分析了不同作用温度对聚丙烯纤维高强混凝土的质量损失和抗压强度的影响。结果表明,随着温度的升高,掺聚丙烯纤维高强混凝土的质量损失逐渐增加而抗压强度整体呈下降趋势,600℃高温后混凝土立方体抗压强度急剧下降,强度值仅为常温的25.05%;高温后聚丙烯纤维高强混凝土的相对质量损失和相对残余抗压强度的整体变化趋势基本相似。 In this study,the mass loss and compressive properties of high strength concrete( HSC) cube specimens mixed with polypropylene( PP) fiber after high temperature was investigated. After these specimens were heated in an electric stove,the effect of high temperature on mass loss and compressive strength of HSC was analysiced. The results show that the compressive strength of HSC after high temperature indicated varying degrees of decline,on the contrary,the mass loss of HSC increased gradually. After 600 ℃,the compressive strength of HSC fell sharply and was only 25. 05% of that at normal temperature. Meanwhile,with the increase of temperature,the relative mass loss and relative residual compressive strength of HSC with polypropylene fiber are similar to that of the overall trend.
出处 《硅酸盐通报》 CAS CSCD 北大核心 2016年第3期980-983,988,共5页 Bulletin of the Chinese Ceramic Society
基金 国家自然科学基金(51278325) 国家自然科学基金(51478290)
关键词 聚丙烯纤维 高强混凝土 质量损失 抗压性能 polypropylene fiber HSC mass loss compressive property
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  • 1丁发兴,余志武.恒高温下混凝土及钢管混凝土受压力学性能研究[J].铁道科学与工程学报,2005,2(6):9-14. 被引量:4
  • 2Ulm F J, Acker P,Levy M. Chunnel Fire. II: Analysis of Concrete Damage[J]. Journal of Engineering Mechan-ics, 1999,125(3) :283-289.
  • 3Hongxiu Du, Yixiao Qin, Wei Zhang. Mechanics performance of high-performance concrete with polypropylene fibers [J]. Applied Mechanics and Materials,2011,(99-100) : 1233-1238.
  • 4Chan Y N,Luo X,Sun W. Comapressive strength and pore structure of high-performance concrete after exposure to high temperature up to 800℃ [ J ], Cement and Concrete Research, 2000,30:247 - 251,.
  • 5Lin T D, Cbam Sam. Concrete fire test programs in Taiwan[A]. International Workshop on Fire Performance of High-strength Concrete, NIST Special Publication 919 [ C ]. Gaithersbury: National Institute of Standards and Technology, 1997.55 - 58.
  • 6Zhang B,Bicanic N,Pearce C J,et al. Residual fracture properties of normal-and high-strength concrete subject to elevated temperatures[J].Magazine of Concrete Research,2000,52(2) : 123 - 135.
  • 7Castillo Carlos,Durrani A J. Effect of transient high temperature on high-strength concrete[J]. ACI Materials Journal, 1990,87(1):47- 53.
  • 8PHAN L T,CARINO N J. Review of mechanical properties of HSC at elevated temperature[J] .Journal of Material in Civil Engineering, 1998,10(1):58-64.
  • 9RICHARD P, CHEYREZY P M H. Reactive powder concrete with high ductility and 200 - 800 MPa compressive strength [ J ]. ACI Special Publication, 1994, 144:507 - 518.
  • 10JAHREN P A. Fire resistance of high strength/dense concrete with particular reference to the use of condensed silical fume-A review [ J]. ACI Special Publication, 1989, 114:1013 - 1049.

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