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Reliability-based service life prediction of existing concrete structures under marine environment
  • ISSN号:1671-5942
  • 期刊名称:《大地测量与地球动力学》
  • 时间:0
  • 分类:TU111.24[建筑科学—建筑理论] TQ330.14[化学工程—橡胶工业]
  • 作者机构:[1]School of Naval Architecture, Ocean and Civil Engineering, Shanghai Jiaotong University, Shanghai 200240, China
  • 相关基金:Project(41274012) supported by the National Natural Science Foundation of China
中文摘要:

Chloride-induced corrosion of the reinforcement is considered as one of the major mechanisms resulting in the reduction of structural resistance of reinforced concrete structural elements located in marine and other aggressive environments. A study of reinforced concrete structures located at the Fangcheng dock in the Beibu Gulf port, China, was present. The result from field survey indicates that the concrete cover depth and chloride diffusion coefficient fit best normal distribution and lognormal distribution, respectively. The service life of structure is about 55 a, while initiation time is 45 a. Sensitivity analysis indicates that the most influential factor of the structure service life prediction is concrete cover, followed by diffusion coefficient, diffusion decay index, critical chloride concentration, surface chloride concentration, current density and localized pitting corrosion. Finally, the effects of diffusion decay index and critical chloride concentration on structure service life prediction are discussed.

英文摘要:

Chloride-induced corrosion of the reinforcement is considered as one of the major mechanisms resulting in the reduction of structural resistance of reinforced concrete structural elements located in marine and other aggressive environments. A study of reinforced concrete structures located at the Fangcheng dock in the Beibu Gulf port, China, was present. The result from field survey indicates that the concrete cover depth and chloride diffusion coefficient fit best normal distribution and lognormal distribution, respectively. The service life of structure is about 55 a, while initiation time is 45 a. Sensitivity analysis indicates that the most influential factor of the structure service life prediction is concrete cover, followed by diffusion coefficient, diffusion decay index, critical chloride concentration, surface chloride concentration, current density and localized pitting corrosion. Finally, the effects of diffusion decay index and critical chloride concentration on structure service life prediction are discussed.

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期刊信息
  • 《大地测量与地球动力学》
  • 北大核心期刊(2011版)
  • 主管单位:中国地震局
  • 主办单位:中国地震局地震研究所 地壳运动监测工程研究中心 中国地震局地壳应力研究所等
  • 主编:姚运生
  • 地址:湖北省武汉市武昌区洪山侧路40号
  • 邮编:430071
  • 邮箱:jgg09@public.wh.hb.cn
  • 电话:027-87864009 87667622
  • 国际标准刊号:ISSN:1671-5942
  • 国内统一刊号:ISSN:42-1655/P
  • 邮发代号:38-194
  • 获奖情况:
  • 92年、96年获中国地震局优秀期刊奖
  • 国内外数据库收录:
  • 美国剑桥科学文摘,中国中国科技核心期刊,中国北大核心期刊(2008版),中国北大核心期刊(2011版),中国北大核心期刊(2014版)
  • 被引量:9069