Citation: | Ma Yali, Zhang Ailin. PROBABILITY DISTRIBUTION RESEARCH ON RATIO BETWEEN MAXIMUM CORROSION DEPTH AND AVERAGE CORROSION DEPTH UNDER CHLORIDE ENVIRONMENT[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(12): 11-14. doi: 10.13204/j.gyjz200512004 |
[2] 屈文俊,张誉.侵蚀性环境下混凝土结构耐久寿命预测方法探讨.工业建筑,1999,29(4):40~44
|
仲伟秋,孙国,周凤臣.基于碳化损伤的混凝土工业厂房耐久性评估.工业建筑,2003,33(3):21~23
|
[3] Hawn DE.Extreme Value Prediction of Maximum Pits on Pipelines.Mater Performance,1977(3):29~32
|
[4] Sheikh AK,Boah JK,Hansen DA.Statistical Modeling of Pitting Corrosion and Pipeline Reliability.Corrosion-NACE,1990,46(3):190~197
|
[5] Gonzalez JA,Andrade C,Alonso C,et al.Comparison of Rates of General Corrosion and Maximum Pitting Penetration on Concrete Embedded Steel Reinforcement.Cement Concrete Research,1995,25(2):257~264
|
[6] Tuutti K.Corrosion of Steel in Concrete:[phD Thesis].Stockholm:1982,Swedish Cement and Concrete Research Institute
|
[7] Andres A Torres-Acosta,Miguel Martinez-Madrid.Residual Life Corroding Reinforced Concrete Structures in Marine Environment.Journal of Materials in Civil Engineering,ASCE,2003,15(4):344~353
|
[8] Marl G Stewart,David V Rosowsky.Tiem-Dependent Reliability of Deteriorating Reinforced Concrete Bridge Decks.Structural Safety,1998(20):91~109
|
[9] 何声武,汪振鹏,王万中.概率论与数理统计.北京:经济科学出版社,1992
|