期刊文献+

气候变化对混凝土结构时变碳化寿命影响 被引量:1

Time-dependent carbonation life were researched for concrete remebers when climate changing
下载PDF
导出
摘要 大气环境中碳化是混凝土结构使用寿命、耐久性主要影响因素。基于可靠度理论和2013年IPCC预测气候变化数据,结合中国混凝土结构耐久性设计规范要求,通过现有混凝土结构碳化预测模型,研究了混凝土结构碳化失效概率。结果表明:(1)RCP8.5、RCP6.0、RCP4.5、2015水平等情景对应的平均碳化深度、碳化寿命失效概率依次为RCP8.5>RCP6.0>RCP4.5>2015水平。(2)环境等级严酷性依次为I-A<I-B<I-C,而对应的平均碳化深度、碳化寿命失效概率却依次为I-A>I-B>I-C。(3)设计使用年限100年与50年混凝土碳化深度相比,未来气候变化对100年设计使用年限的混凝土结构碳化影响大。(4)凝土结构碳化寿命失效概率密度函数近似服从对数正态分布。研究成果对混凝土结构设计、剩余寿命预测、加固和维护具有参考作用。 Carbonization is one of the main factors affecting the using life and durability of reinforced concrete structures in atmospheric environment.According to IPCC forecast data of climate change in 2013 and the theory of reliability, basing on the code of concrete dura- bility design specification,a using the concrete carbonation time-dependent life prediction model,the failure probability of concrete time-dependent carbonation life were researched.The results of the study show that ( 1 )The mean carbonation depth and the failure prob- ability of concrete structures were RCP8.5〉RCP6.0〉RCP4.5〉2015 level; (2)The environment class increased, but the mean carbonation depth and the failure probability of concrete structures decreased; (3)The future climate change would affect more for the concrete struc- ture of 100-year service life than 50-year service life; (4)The failure probability density function of the carbonation life for concrete struc- tures was approximate to log-normal distribution with time changing.The results would be useful for concrete structure design, mainte- nance, reinforcement and remaining life prediction.
出处 《混凝土》 CAS 北大核心 2016年第10期41-45,共5页 Concrete
基金 国家自然科学基金资助项目(51178020 51478404) 福建省教育厅A类项目(JA14241)
关键词 气候变化 混凝土结构 碳化寿命 可靠性分析 climate change concrete remembers carbonation life reliability analysis
  • 相关文献

参考文献14

二级参考文献35

  • 1屈文俊,郭猛.风压影响混凝土碳化试验研究[J].混凝土,2005(1):49-51. 被引量:4
  • 2贡金鑫,水金锋,赵尚传.基于碳化的既有钢筋混凝土桥梁耐久性的概率分析[J].混凝土,2006(1):18-22. 被引量:19
  • 3王建秀,秦权.考虑氯离子侵蚀与混凝土碳化的公路桥梁时变可靠度分析[J].工程力学,2007,24(7):86-93. 被引量:33
  • 4GB/T 50476-2008混凝.土结构耐久性设计规范[S].
  • 5Kersner Z, Teply B, Novk D. Uncertainty in service life prediction based on carbonation of concrete [ C ]// Proceedings of the 7th International Conference on Durability of Building Materials and Component. London : E&FN Spon, 1996:13-30.
  • 6Yoon I S, Copuroglu O, Park K B. Effect of global climatic change on carbonation progress of concrete [ J ]. Atmospheric Environment, 2007, 41 (34): 7274-7285.
  • 7Bolzoni F, Fumagalli G, Lazzari L, et al. Mixed-in inhibitors for concrete structures [ M ]. European Federation of Corrosion Publications, 2007:199-201.
  • 8DuraCrete. Probabilistic performance based durability design of concrete structures - statistical quantification of the variables in limit state functions [ M ].The European Union-Brite EuRam III, 2000:75-96.
  • 9Weyers R E. Service life model for concrete structures in chloride-laden environments [ J ]. ACI Materials Journal, 1998, 95(4) : 445-453.
  • 10Maaddawy T E, Soudki K. A model for prediction of time from corrosion initiation to corrosion cracking [ J]. Cement and Concrete Composites, 2007, 29 (3) : 168-175.

共引文献335

同被引文献20

引证文献1

二级引证文献1

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部