4Bobzin K, Bagcivan N, Theiss S, et al. Influence of the Layer Architecture of DLC Coatings on Their Wear and Corrosion Resistance[-J~. International Journal of Mate- rials Research, 2012, 103(6): 774--782.
5Stewart M G. Spatial and Time-Dependent Reliability Modelling of Corrosion Damage Safety and Maintenance for Reinforced Concrete Structures[-J-]. Structure and Infrastructure Engineering, 2012, 8(6) : 607-- 619.
6Sharifi Y. Reliablity of Deterioration Steel Box-Girder Bridges under Pitting Corrosion [- J -]. Advanced Steel Construction, 2011, 7(3): 220--238.
7Sharifi Y, Paik J K. Ultimate Strength Reliability Anal- ysis of Corroded Steel-Box Girder Bridges [J3. Thin- Walled Structures, 2011, 49(1): 157--166.
9ISO 8501-1,Preparation of Steel Substrates before Ap- plication of Paints and Related Products-Visual Assess- ment of Surface Cleanliness--Part 1.. Rust Grades and Preparation Grades of Uncoated Steel Substrates and of Steel Substrates after Overall Removal of Previous Coatings[-S-].
10ISO 8993, Anodizing of Aluminum and its Alloys--Rat- ing System for the Evaluation of Pitting Corrosion-- Chart Method[-S].
