[1] MORRIS W,VAZQUEZ M.A Migrating Corrosion Inhibitor Evaluated in Concrete
Containing Various Contents of Admixed Chlorides[J].Cement and Concrete
Research,2002,32(2):259-267.
[2]BOLZONI F,GOIDANICH S,LAZZARI L,et al.Corrosion Inhibitors in Reinforced Concrete
Structures Part 2 — Repair System[J].Corrosion Engineering,Science and
Technology,2006,41(3):212-220.
[3]FEDRIZZI L,AZZOLINI F,BONORA P L.The Use of Migrating Corrosion Inhibitors to
Repair Motorways' Concrete Structures Contaminated by Chlorides[J].Cement and
Concrete Research,2005,35(3):551-561.
[4]RAKANTA E,ZAFEIROPOULOU T,BATIS G.Corrosion Protection of Steel with DMEA-based
Organic Inhibitor[J].Construction and Building Materials,2013,44:507-513.
[5]GAIDIS J M.Chemistry of Corrosion Inhibitors[J].Cement and Concrete
Composites,2004,26(3):181-189.
[6]VEDALAKSHMI R,RAJAGOPAL K,PALANISW-AMY N.Determination of Migration Efficiency of
Amino Alcohol Based Migrating Corrosion Inhibitor Through Concrete[J].Corrosion
Engineering,Science and Technology,2009,44(1):20-31.
[7]屈文俊,王 哲,温华杰.迁移型阻锈剂对碳化混凝土耐久性的维护作用[J].建筑科学与工程学
报,2011,28(3):1-8.
QU Wen-jun,WANG Zhe,WEN Hua-jie.Durability Maintenance Effect of Migrating Corrosion
Inhibitor on Carbonized Concrete[J].Journal of Architecture and Civil
Engineering,2011,28(3):1-8.
[8]ORMELLESE M,BOLZONI F,GOIDANICH S,et al.Corrosion Inhibitors in Reinforced
Concrete Structures Part 3 — Migration of Inhibitors into Concrete[J].Corrosion
Engineering,Science and Technology,2011,46(4):334-339.
[9]刘志勇,缪昌文,孙 伟.迁移性阻锈剂对氯盐污染钢筋混凝土耐久性的影响(Ⅱ)——长期效果
、形貌与机理分析[J].硅酸盐学报,2010,38(7):1323-1327.
LIU Zhi-yong,MIAO Chang-wen,SUN Wei.Effect of Migratory Corrosion Inhibitors on the
Durability of Chloride-contaminated Reinforced Concrete(Ⅱ)— Long-term
Effect,Morphological and Mechanismic Analysis[J].Journal of the Chinese Ceramic
Society,2010,38(7):1323-1327.
[10]HEIYANTUDUWA R,ALEXANDER M G,MACKECHNIE J R.Performance of a Penetrating
Corrosion Inhibitor in Concrete Affected by Carbonation-induced Corrosion[J].Journal
of Materials in Civil Engineering,2006,18(6):842-850.
[11]HOLLOWAY L,NAIRN K,FORSYTH M.Concentration Monitoring and Performance of a
Migratory Corrosion Inhibitor in Steel-reinforced Concrete[J].Cement and Concrete
Research,2004,34(8):1435-1440.
[12]CHEN W,DU R G,YE C Q,et al.Study on the Corrosion Behavior of Reinforcing Steel
in Simulated Concrete Pore Solutions Using in Situ Raman Spectroscopy Assisted by
Electrochemical Techniques[J].Electrochimica Acta,2010,55(20):5677-5682.
[13]ORMELLESE M,LAZZARI L,GOIDANICH S,et al.A Study of Organic Substances as
Inhibitors for Chloride-induced Corrosion in Concrete[J].Corrosion Science,2009,51
(12):2959-2968.
[14]KERN P,LANDOLT D.Adsorption of Organic Corrosion Inhibitors on Iron in the
Active and Passive State.A Replacement Reaction Between Inhibitor and Water Studied
with the Rotating Quartz Crystal Microbalance[J].Electrochimica Acta,2001,47(4):589
-598.
[15]SANCHEZ M,GREGORI J,ALONSO C,et al.Electrochemical Impedance Spectroscopy for
Studying Passive Layers on Steel Rebars Immersed in Alkaline Solutions Simulating
Concrete Pores[J].Electrochimica Acta,2007,52(27):7634-7641.
[16]LUO H,DONG C F,LI X G,et al.The Electrochemical Behaviour of 2205 Duplex
Stainless Steel in Alkaline Solutions with Different pH in the Presence of Chloride
[J].Electrochimica Acta,2012,64:211-220.
[17]SIMESCU F,IDRISSI H.Corrosion Behaviour in Alkaline Medium of Zinc Phosphate
Coated Steel Obtained by Cathodic Electrochemical Treatment[J].Corrosion
Science,2009,51(4):833-840.
[18]BLANCO G,BAUTISTA A,TAKENOUTI H.EIS Study of Passivation of Austenitic and
Duplex Stainless Steels Reinforcements in Simulated Pore Solutions[J].Cement and
Concrete Composites,2006,28(3):212-219.
[19]FREIRE L,CARMEZIM M J,FERREIRA M G S,et al.The Electrochemical Behaviour of
Stainless Steel AISI 304 in Alkaline Solutions with Different pH in the Presence of
Chlorides[J].Electrochimica Acta,2011,56(14):5280-5289.
[20]JAMIL H E,MONTEMOR M F,BOULIF R,et al.An Electrochemical and Analytical Approach
to the Inhibition Mechanism of an Amino-alcohol-based Corrosion Inhibitor for
Reinforced Concrete[J].Electrochimica Acta,2003,48(23):3509-3518.
[21]QIAO G F,OU J P.Corrosion Monitoring of Reinforcing Steel in Cement Mortar by
EIS and ENA[J].Electrochimica Acta,2007,52(28):8008-8019.
[22]SERDAR M,ZULI L V,BJEGOVIC D.Long-term Corrosion Behaviour of Stainless
Reinforcing Steel in Mortar Exposed to Chloride Environment[J].Corrosion
Science,2013,69:149-157.
[23]TRABANELLI G,MONTICELLI C,GRASSI V,et al.Electrochemical Study on Inhibitors of
Rebar Corrosion in Carbonated Concrete[J].Cement and Concrete Research,2005,35
(9):1804-1813.
[24]DHOUIBI L,TRIKI E,RAHARINAIVO A.The Application of Electrochemical Impedance
Spectroscopy to Determine the Long-term Effectiveness of Corrosion Inhibitors for
Steel in Concrete[J].Cement & Concrete Composites,2002,24(1):35-43.
[25]LIU C,BI Q,MATTHEWS A.EIS Comparison on Corrosion Performance of PVD TiN and CrN
Coated Mild Steel in 0.5 N NaCl Aqueous Solution[J].Corrosion Science,2001,43
(10):1953-1961.
[26]ASTM C876-94,Standard Test Method for Half-cell Potentials of Uncoated
Reinforcing Steel in Concrete[S].
[27]SAWADA S,PAGE C L,PAGE M M.Electrochemical Injection of Organic Corrosion
Inhibitors into Concrete[J].Corrosion Science,2005,47(8):2063-2078.