期刊文献+

氯离子侵蚀下钢筋初锈时间的计算模型

A Computation Model for Computing Initial Corrosion Time of Reinforcing Bar Suffering from Chlorion Erosion
下载PDF
导出
摘要 基于钢筋锈蚀的机理 ,综合考虑影响钢筋锈蚀的各种主要因素 ,提出钢筋初锈时间的概念 ,建立相应的计算模型 .经实例验证 ,该模型可行、有效 ,计算结果能反映实际工程情况 .结果有利预测混凝土中钢筋的初锈时间 ,以便及时对混凝土结构进行健康诊断。 Based on the mechanism of corrosion of reinforcing bar, the authors consider chlorion corrosion and some other factors influencing corrosion of reinforcing bar; and initiate for the first time the concept of initial corrosion time; and establish computation model correspondingly. The model is verified by example to be workable and efficacious, the reckoning reflects actual engineering situation. This is of important significance for calculating initial corrosion time of reinforcing bar in concrete, for timely examining the health of concrete structure , and for preventing ineffectiveness of its durability.
作者 施养杭 罗刚
出处 《华侨大学学报(自然科学版)》 CAS 2004年第4期392-395,共4页 Journal of Huaqiao University(Natural Science)
基金 建设部国家混凝土规范第 6批科研基金资助项目 (GBKY6 0 0 1)
关键词 钢筋锈蚀 混凝土结构 氯离子侵蚀 计算模型 耐久性 计算结果 防止 健康诊断 工程 综合 chlorions, mechanism of corrosion, initial corrosion time of reinforcing bar, computation model, CLCON program, health examination
  • 相关文献

参考文献5

  • 1罗刚,施养抗.钢筋混凝土构件中钢筋锈蚀量的无损检测方法[J].福建建筑,2002(4):55-57. 被引量:42
  • 2Bazant Z. Physical model for steel corrosion in concrete sea structures-application[J]. Journal of Structural Division, ASCE,1979,105(6):1 155~1 166
  • 3Liu Y B. Modeling the time to corrosion cracking in chloride contaminated reinforced concrete structure[J]. ACI Materials Journal, 1998,(6):1 026~1 035
  • 4施养杭,罗刚.有限差分法氯离子侵入混凝土计算模型[J].华侨大学学报(自然科学版),2004,25(1):58-61. 被引量:9
  • 5Sulaiman G. Influence of corrosion and cracking on bond behavior and strength of reinforced concrete members[J]. ACI Journal Proceedings,1990,(2):275~283

二级参考文献10

  • 1张伟平.混凝土结构钢筋锈蚀损伤识别及其耐久性(博士学位论文)[M].同济大学,1999..
  • 2王铁成 郭小强 阎西康.海水侵蚀环境下混凝土结构耐久性的研究[J].东南大学学报:自然科学版,2002,32:251-253.
  • 3Nillson L O. A numerical model for combined diffusion and convection of chloride in non-saturated concrete[J]. ACI Materials J , 1996,(2) :256-263.
  • 4Anna V S, Roberto V S. Analysis of chloride diffusion into partially saturated concrete[J]. ACI Materials Jouranal,1993,(5): 441-451.
  • 5Maekawa K, Ishiea T. Service-life evaluation of reinforced concrete under coupled forces and environmental actions,international conference on ion and mass transport in cement-based materials[J]. J of Toronto Univ , 1999,51(7):653-662.
  • 6Amey S L, Johnson D A, Miltenberger M A, et al. Predicting the service of concrete marine structures[J]. An Environmental Methodology, ACI Structural Journal, 1998,95(2):205-214.
  • 7Thomas M D A, Bamforth P B. Modeling chloride diffusion in concrete: Effect of fly ash and slag[J]. Cement and Concrete Research, 1999,29 : 487 -495.
  • 8Steinar H. Assessment and prediction of service life for marine structures: A tool for performance based requirement[M]. 2nd. Berlin: World Publishing Corporation,1999.8- 17.
  • 9张伟平,张誉,刘亚芹.混凝土中钢筋锈蚀的电化学检测方法[J].工业建筑,1998,28(12):21-25. 被引量:30
  • 10阎培渝,崔路,游轶.用电流阶跃法测定钢筋混凝土中钢筋的锈蚀速率[J].工业建筑,1999,29(5):50-53. 被引量:4

共引文献49

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