文章摘要
引用本文:吴炎海,何雁斌,杨幼华.活性粉末混凝土(RPC200)的力学性能[J].福州大学学报(自然科学版),2003,31(5):598~602
活性粉末混凝土(RPC200)的力学性能
Investigation on RPC200 mechanical performance
  修订日期:2003-04-14
DOI:10.7631/issn.1000-2243.2003.5.598
中文关键词: 活性粉末混凝土,力学性能,强度,弹性模量,峰值应变,泊松比
英文关键词: RPC,mechanical performance,strength,elastic module,peak strain,Poisson's ratio
基金项目:福州大学人才基金资助项目(TJ2001-18)
作者单位
吴炎海,何雁斌,杨幼华 1. 福州大学土木建筑工程学院,福建,福州,350002
2. 福州市建筑设计院
,福建,福州,350001 
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中文摘要:
      对3批7组棱柱体试件和3批22组立方体试件进行力学性能试验,测定了RPC200棱柱体抗压强度、立方体强度、劈拉强度、弹性模量、峰值应变、泊松比等参数,并建立了弹性模量和峰值应变的拟合公式.
英文摘要:
      The 3 batches with 7 groups of prism concrete test specimens and the 3 batches with 22 groups of cube ones were used in mechanical properties test, and a series of parameters of RPC was acquired such as prismatic strength, the cubic strength, split and pull strength, elastic module, peak strain, Poisson's ratio. The formula of the deformation module and peak strain was established.
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