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应力作用下混凝土碳化深度预测模型
Prediction Model of Concrete Carbonation Depth under the Combined Actions of Stress
投稿时间:2018-11-07  修订日期:2018-12-06
DOI:103969/j.issn1007 9629202002010
中文关键词:  混凝土碳化  气渗系数  CO2扩散系数  碳化深度  CDep GPL模型
英文关键词:concrete carbonation  gas permeability coefficient  CO2 diffusion coefficient  carbonation depth  CDep GPL model
基金项目:国家自然科学基金国际合作项目(51320105016)
              
作者单位
唐官保
TANG Guanbao
北京工业大学材料科学与工程学院,北京100124
College of Materials Science and Engineering, Beijing University of Technology, Beijing 100124, China
姚燕
YAO Yan
中国建筑材料科学研究总院绿色建筑材料国家重点试验室,北京100024
State Key Laboratory of Green Building Materials, China Building Materials Academy, Beijing 100024, China
王玲
WANG Ling
中国建筑材料科学研究总院绿色建筑材料国家重点试验室,北京100024
State Key Laboratory of Green Building Materials, China Building Materials Academy, Beijing 100024, China
曹银
CAO Yin
中国建筑材料科学研究总院绿色建筑材料国家重点试验室,北京100024
State Key Laboratory of Green Building Materials, China Building Materials Academy, Beijing 100024, China
崔素萍
CUI Suping
北京工业大学材料科学与工程学院,北京100124
College of Materials Science and Engineering, Beijing University of Technology, Beijing 100124, China
摘要点击次数: 189
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中文摘要:
      研究了应力对混凝土气渗系数和CO2扩散系数的影响,建立了气渗系数与CO2扩散系数的相关性.以Fick第一定律推导的碳化深度模型为基础,建立了基于气渗系数的应力作用下混凝土碳化深度预测模型——CDepGPL模型,并对模型进行了验证.结果表明:混凝土碳化深度的模型预测值与试验值吻合较好,该模型可用于预测应力作用下混凝土的碳化深度.
英文摘要:
      The gas permeability coefficient and CO2 diffusion coefficient of concrete under load were investigated and the relationship between the aforementioned two parameters was established. Further, on the basis of the carbonation model based on Ficks first law of diffusion, a new prediction model of concrete carbonation depth using the gas permeability coefficient as the characteristic parameter was proposed and verified, and it was named CDep GPL. The results show good consistency between the calculated values and the tested ones. The CDep GPL model can be used to predict the carbonation depth of concrete under load.
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