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作 者:蒋琼明[1,2] 吉学宽 农忠霖 JIANG Qiong-ming;JI Xue-kuan;NONG Zhong-lin(College of Civil and Architectural Engineering,Guangxi University,Nanning 530004,China;College of Civil Engineering and Architecture,Beibu Gulf University,Qinzhou 535011,China)
机构地区:[1]广西大学土木建筑工程学院,南宁530004 [2]北部湾大学建筑工程学院,钦州535011
出 处:《科学技术与工程》2020年第33期13833-13838,共6页Science Technology and Engineering
基 金:国家自然科学基金(51678165);广西科技计划(2019AC20155);广西教育厅高校科研项目(2019KY0446);钦州学院高层次人才科研启动项目(2017KYQD121)。
摘 要:基于氯离子二维扩散模型考虑混凝土氯离子扩散衰减系数及其随机性,计算了氯盐侵蚀下混凝土结构的可靠度及服役寿命。为克服传统可靠度敏感系数的缺陷,分析氯离子扩散衰减系数及其随机性对混凝土结构耐久性的影响,根据全微分公式导出了可靠度对随机变量均值和变异性的无量纲敏感系数。计算结果表明:忽略氯离子扩散系数时变性会导致显著地低估结构服役寿命,而不考虑衰减系数的随机性又会明显地高估结构耐久性能。敏感性分析结果表明:混凝土氯离子扩散衰减系数与混凝土保护层厚度对氯盐侵蚀下混凝土结构耐久性的影响占主导地位,并随着服役时间的增加,衰减系数的影响会超过混凝土保护层厚度。Based on the two-dimensional diffusion model of chloride ions,the chloride diffusion coefficient and the randomness of the chloride ion were taken into account.The reliability and service life of the concrete structure under chloride salt erosion were calculated.In order to overcome the shortcomings of the traditional reliability sensitivity coefficient and analyze the influence of the chloride ion diffusion attenuation coefficient and its randomness on the durability of the concrete structure,the dimensionless sensitivity coefficients of the reliability to the mean value and variability of random variables were derived based on the full derivative formula.The calculation results show that ignoring the time-dependent degeneration of the chloride ion diffusion coefficient leads to a significant underestimation of the service life of the structure,without considering that the randomness of the age factor will significantly overestimate the structural durability.The sensitivity analysis results show that both the chloride ion diffusion age factor of the concrete and the thickness of the concrete cover play dominant roles in the concrete structure on its durability under the chloride salt erosion.With the increase of service time,the influence of the age factor will exceed that of the thickness of the concrete cover.
分 类 号:TU528.01[建筑科学—建筑技术科学]
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