Adaptive Corrosion Protection System Using Continuous Corrosion Measurement, Parameter Extraction, and Corrective Loop

A simple current-sourced adaptive corrosion protection system (ACPS) along with a technology to extract the protection current from the Tafel plot is presented. For reliable protection of the target metal, first, the Tafel plot of the target metal is obtained. Subsequently, a novel technique proposed in this paper is used to extract the protection current from the Tafel plot. This extracted protection current is fed to the target metal to protect the metal in the existing corrosive environment. This three-part system is adaptively used to update the required protection current to effectively protect the target metal continuously. All these functionalities are integrated in a stand-alone ACPS that effectively diagnoses the corrosion status and updates the protection parameters without any manual interaction or physical modification of the set-up to offer modularity, reliability, and cost saving. To validate the technique, a laboratory scale system is realized and tested using various metal samples and various corrosive mediums. Using the experimental system, A36 metal coupons are effectively protected with protection (inhibition) efficiency of 40–100 in different corrosive mediums that can extend the life expectancy of the target metal from ~2 times to more than 100 times for the tested corrosive mediums.

[1]  B. Wessling,et al.  Corrosion prevention with an organic metal (polyaniline): corrosion test results , 1999 .

[2]  D. A. Vermilyea,et al.  A Simple Crevice Corrosion Theory , 1970 .

[3]  H. Uhlig,et al.  Corrosion and corrosion control , 1971 .

[4]  X. G. Zhang,et al.  Galvanic protection of steel and galvanic corrosion of zinc under thin layer electrolytes , 1993 .

[5]  Henrik Rosenberg,et al.  AC Induced Corrosion in Pipelines: Detection, Characterization and Mitigation , 2004 .

[6]  Zdenek P. Bazant,et al.  PHYSICAL MODEL FOR STEEL CORROSION IN CONCRETE SEA STRUCTURES­ THEORY , 1979 .

[7]  J. Bastidas,et al.  A SEM study on the galvanic protection of zinc-rich paints , 1990 .

[8]  Peter Atkins,et al.  Physical Chemistry for the Life Sciences , 2005 .

[9]  James R. Dimond,et al.  FIELD TESTS ON AN ADVANCED CATHODIC PROTECTION COUPON , 2005 .

[10]  Andrés A. Torres-Acosta,et al.  Residual Life of Corroding Reinforced Concrete Structures in Marine Environment , 2003 .

[11]  H. M. Laylor,et al.  Corrosion prevention and remediation strategies for reinforced concrete coastal bridges , 2002 .

[12]  Chris I. Goodier,et al.  Assessing the long term benefits of Impressed Current Cathodic Protection , 2010 .

[13]  Shun-ichi Nakamura,et al.  Environmental Factors Affecting Corrosion of Galvanized Steel Wires , 2004 .

[14]  Florian Mansfeld,et al.  Tafel Slopes and Corrosion Rates from Polarization Resistance Measurements , 1973 .

[15]  Y. F. Cheng,et al.  Effect of alternating current on cathodic protection on pipelines , 2013 .

[16]  Gordon M. Barrow,et al.  Physical chemistry for the life sciences , 1974 .

[17]  C. Soares,et al.  Influence of environmental factors on corrosion of ship structures in marine atmosphere , 2009 .

[18]  Andrej Atrens,et al.  Measurement of the corrosion rate of magnesium alloys using Tafel extrapolation , 2010 .

[19]  H. H. Uhlig,et al.  Environmental Factors Affecting the Critical Potential for Pitting in 18–8 Stainless Steel , 1966 .

[20]  Hyunwoong Park,et al.  Photoelectrochemical Approach for Metal Corrosion Prevention Using a Semiconductor Photoanode , 2002 .

[21]  Byung Hwan Oh,et al.  Effects of non-uniform corrosion on the cracking and service life of reinforced concrete structures , 2010 .

[22]  Mark G. Stewart,et al.  Structural Safety and Serviceability of Concrete Bridges Subject to Corrosion , 1998 .

[23]  A. Oni Effects of cathodic overprotection on some mechanical properties of a dual-phase low-alloy steel in sea water , 1996 .

[24]  P. Boden Book Review: ‘Corrosion and corrosion control’ , 1986 .

[25]  Jiang‐Jhy Chang,et al.  A study of the bond degradation of rebar due to cathodic protection current , 2002 .

[26]  A. J. Al-Tayyib,et al.  CORROSION RATE MEASUREMENTS OF REINFORCING STEEL IN CONCRETE BY ELECTROCHEMICAL TECHNIQUES , 1988 .

[27]  E. Heitz Mechanistically based prevention strategies of flow-induced corrosion , 1996 .

[28]  A. Laksimi,et al.  Characterization by acoustic emission and electrochemical impedance spectroscopy of the cathodic disbonding of Zn coating , 2010 .

[29]  Dan M. Frangopol,et al.  Reliability of Reinforced Concrete Girders Under Corrosion Attack , 1997 .

[30]  R. Kelly,et al.  Electrochemical Techniques in Corrosion Science and Engineering , 2002 .

[31]  F. Kajiyama,et al.  Effect of Induced Alternating Current Voltage on Cathodically Protected Pipelines Paralleling Electric Power Transmission Lines , 1999 .

[32]  Dan M. Frangopol,et al.  Life-cycle reliability-based maintenance cost optimization of deteriorating structures with emphasis on bridges , 2003 .

[33]  E. McCafferty,et al.  Validation of corrosion rates measured by the Tafel extrapolation method , 2005 .

[34]  M. Traisnel,et al.  A new triazole derivative as inhibitor of the acid corrosion of mild steel: electrochemical studies, weight loss determination, SEM and XPS , 1999 .

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

[36]  Weiliang Jin,et al.  Comparison of uniform and non-uniform corrosion induced damage in reinforced concrete based on a Gaussian description of the corrosion layer , 2011 .

[37]  J. Rodriguez,et al.  The effect of environmental and meteorological variables on atmospheric corrosion of carbon steel, copper, zinc and aluminium in a limited geographic zone with different types of environment , 2003 .

[38]  S. Szabó,et al.  IMPRESSED CURRENT CATHODIC PROTECTION , 2006 .

[39]  Neil G. Thompson,et al.  Measurements of IR-Drop Free Pipe-to-Soil Potentials on Buried Pipelines , 1990 .

[40]  Dan M. Frangopol,et al.  Life-cycle cost design of deteriorating structures , 1997 .