Numerical optimization of an impressed current cathodic protection system for reinforced concrete structures

[1]  R. Vedalakshmi,et al.  Light-weight cementitious conductive anode for impressed current cathodic protection of steel reinforced concrete application , 2014 .

[2]  J. Ou,et al.  Passive corrosion control and active corrosion prevention of the reinforced concrete structures by electrochemical chloride removal and inhibitors , 2013 .

[3]  J. M. Bastidas,et al.  Influence of irregularities in the electrolyte on the cathodic protection of steel: A numerical and experimental study , 2013 .

[4]  M. Cheung,et al.  Application of cathodic protection for controlling macrocell corrosion in chloride contaminated RC structures , 2013 .

[5]  Luciano Lazzari,et al.  Modeling of potential distribution of subsea pipeline under cathodic protection by finite element method , 2013 .

[6]  V. Ngala,et al.  The selection and use of cathodic protection systems for the repair of reinforced concrete structures , 2013 .

[7]  Xianming Shi,et al.  Modeling cathodic prevention for unconventional concrete in salt‐laden environment , 2012 .

[8]  Jinping Ou,et al.  Remote corrosion monitoring of the RC structures using the electrochemical wireless energy-harvesting sensors and networks , 2011 .

[9]  Xianming Shi,et al.  Ionic transport in cementitious materials under an externally applied electric field: Finite element modeling , 2011 .

[10]  Jinping Ou,et al.  Optimization Design of a Corrosion Monitoring Sensor by FEM for RC Structures , 2011, IEEE Sensors Journal.

[11]  R. Polder,et al.  Early stage beneficial effects of cathodic protection in concrete structures , 2011 .

[12]  M. Raupach,et al.  Protection of the opposite reinforcement layer of RC‐structures by CP – results of numerical simulations , 2010 .

[13]  Jing Xu,et al.  Current distribution in reinforced concrete cathodic protection system with conductive mortar overlay anode , 2009 .

[14]  M. Powell The BOBYQA algorithm for bound constrained optimization without derivatives , 2009 .

[15]  Paul Chess,et al.  Cathodic Protection of Steel in Concrete , 2007 .

[16]  Milo Koretsky,et al.  Effect of Moisture on the Spatial Uniformity of Cathodic Protection of Steel in Reinforced Concrete , 2005 .

[17]  B. S. Covino,et al.  Intermittent Application of Cathodic Protection , 2005 .

[18]  C. L. Page,et al.  Corrosion inhibitor systems for remedial treatment of reinforced concrete. Part 2: sodium monofluorophosphate , 2003 .

[19]  A A Sohanghpurwala,et al.  Long-term Effectiveness of Cathodic Protection Systems on Highway Structures , 2003 .

[20]  C. L. Page,et al.  Corrosion inhibitor systems for remedial treatment of reinforced concrete. Part 1: calcium nitrite , 2002 .

[21]  G. Glass,et al.  Protection current distribution in reinforced concrete cathodic protection systems , 2002 .

[22]  Pietro Pedeferri,et al.  Cathodic protection and cathodic prevention , 1996 .

[23]  Luca Bertolini,et al.  Cathodic protection of new and old reinforced concrete structures , 1993 .