三参数Weibull分布的多因素作用下混凝土加速寿命试验
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  • 英文篇名:Accelerated Life Test of Concrete Under Multiple Factors Based on Three-parameter Weibull Distribution
  • 作者:乔宏霞 ; 郭向柯 ; 朱彬
  • 英文作者:QIAO Hongxia;GUO Xiangke;ZHU Binrong;College of Civil Engineering,Lanzhou University of Technology;College of Civil Engineering,Southeast China University;
  • 关键词:混凝土 ; 加速寿命试验 ; 三参数Weibull分布 ; 分布拟合 ; 寿命预测
  • 英文关键词:concrete;;accelerated life test;;three-parameter Weibull distribution;;distribution fitting;;life prediction
  • 中文刊名:CLDB
  • 英文刊名:Materials Reports
  • 机构:兰州理工大学土木工程学院;东南大学土木工程学院;
  • 出版日期:2019-02-25
  • 出版单位:材料导报
  • 年:2019
  • 期:v.33
  • 基金:国家自然科学基金(51468039;51868044)~~
  • 语种:中文;
  • 页:CLDB201904015
  • 页数:5
  • CN:04
  • ISSN:50-1078/TB
  • 分类号:74-78
摘要
针对中国西部盐渍土地区混凝土耐久性较差的突出问题,设计了模拟自然环境的室内混凝土加速寿命试验,其中包括盐卤腐蚀、干湿循环、冻融循环和太阳辐射。采用动弹性模量作为评价混凝土耐久性失效阈值,得到混凝土加速寿命数据。基于三参数Weibull分布,运用概率分析软件对寿命数据进行分析预测,得到加速寿命分布概要图。结果表明,三参数Weibull分布能够很好地拟合加速寿命数据样本点;其阈值参数可直观反映混凝土开始退化失效的时间;其分布概要图可直观反映加速退化过程中的可靠性,从而为混凝土耐久性评估提供新的可靠性依据。
        Aiming at the extrusive problem of poor durability of concrete in saline soil area of western China,the indoor accelerated life test of concrete was designed to simulate natural environment,including halide corrosion,wet and dry cycle,freeze-thaw cycle and solar radiation. The dynamic modulus of elasticity was adopted as the to failure threshold to evaluate the durability of concrete,and the accelerated life data of concrete were obtained. Based on the three-parameter Weibull distribution,the probability analysis software was employed to analyze and predict the life data,and the distribution overview plot-arbitrary cens of accelerated life was acquired. It could be found from the results that the sample points of accelerated life data could be well fitted by three-parameter Weibull distribution. Moreover,the failure time of concrete durability degradation and reliability of accelerated degradation process could be directly reflected by its threshold parameter and distribution overview plot-arbitrary cens,respectively,which provides a novel reliability basis for durability evaluation of concrete.
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