cathodic protection of reinforced concrete structures

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CATHODIC PROTECTION OF REINFORCED CONCRETE STRUCTURES PREPARED BY Ravi Kumar Ankan Bairagi

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Page 1: Cathodic protection of reinforced concrete structures

CATHODIC PROTECTION OF REINFORCED CONCRETE

STRUCTURES

PREPARED BY

Ravi Kumar

Ankan Bairagi

Page 2: Cathodic protection of reinforced concrete structures

Introduction

Concrete is a porous (microstructure) material, which readily absorbs contaminants from the surrounding environment.

The water and oxygen in presence of the chlorides reacts with iron to create corrosion product on surface of the reinforcing steel.

The growth in volume of these corrosion products exerts tensile stress that eventually causes the concrete to crack.

Page 3: Cathodic protection of reinforced concrete structures

Contd.

Corrosion of the Reinforcement steel is main cause for the deterioration of steel which is usually initiated through chloride attack, or carbonation. Carbonation: it refers to the penetration of

atmospheric carbon dioxide into concrete matrix. To prevent the corrosion in steel Cathodic

protection method is most widely used worldwide in the developed countries.

Page 4: Cathodic protection of reinforced concrete structures

Fig:Chloride attack And SpallingRef: Report on Cathodic Protection of reinforced concrete structure at www.cathodic.co.uk

Page 5: Cathodic protection of reinforced concrete structures

CORROSION

Metal that has been extracted from its primary ore (metal oxide or other free radicals like sulphides, chlorides) has a natural tendency to revert to a native form under the action of oxygen and water.

The process by which this transformation occurs is known as corrosion. It is an electrochemical process. The change from the metallic to the combined forms occurs by an “anodic reaction”.

Page 6: Cathodic protection of reinforced concrete structures

Contd..

The Anode Reaction Metal Metal ions (dissolved in solution) + electrons Common example:

Fe Fe++ + 2e-

This reaction produces free electrons , which pass within the metal to another site on the metal surface (Cathode), where it consumed by cathodic reaction. The Cathodic Reaction

O2 + 2H2O + 4e- 4OH-

Recombination of these ions at active surface produce following reaction.

2Fe + O2 + 2H2O = 2Fe (OH)2

Page 7: Cathodic protection of reinforced concrete structures

Contd.

Page 8: Cathodic protection of reinforced concrete structures

Methods to Prevent Corrosion

Barrier Separation

Paints

Polymer coating

Galvanizing Process

Polymer Injection

Cladding and Chemical Additives

Electrochemical Method (Cathodic Protection)

Sacrificial Anodes

Impressed Current

Page 9: Cathodic protection of reinforced concrete structures

What is Cathodic Protection (CP) ?

Cathodic protection is a technique used to control the corrosion of a metal surface by making it the cathode of an electrochemical cell.

Principle- The Principle of cathodic protection is in connecting an external anode to metal to be protected and the passing of an electric DC current so that all areas of metal surface become cathodic and do not corrode.

Page 10: Cathodic protection of reinforced concrete structures

REF: http://www.cedd.gov.hk/eng/about/organisation/images/pm/image007.jpgAccessed on 19-09-2013.

Page 11: Cathodic protection of reinforced concrete structures

Contd.

Elecrochemical Method

Cathodic Protection

Sacrificial Anodes

Impressed Current

Page 12: Cathodic protection of reinforced concrete structures

Sacrificial Anode

• In usual application a Galvanic anode, a piece of

more electrochemically active metal is attached

to vulnerable metal surface where it is exposed

to the corrosive liquid. The anode metals

gradually dissipate over a period when

connected to and in a common electrolyte, and

are termed as “Sacrificial Anodes”

Page 13: Cathodic protection of reinforced concrete structures

Contd.In the case of aluminum anodes, the reaction at the aluminum surface is: (four aluminum ions plus twelve free electrons)

4Al = 4AL+++ + 12 e-

And at the steel surface: (oxygen gas converted to oxygen ions which combine with water to form hydroxyl ions).

3O2 + 12e- + 6H20 = 12OH-

As long as the current (free electrons) arrives at the cathode (steel) faster than oxygen is arriving, no corrosion will occur.

Page 14: Cathodic protection of reinforced concrete structures
Page 15: Cathodic protection of reinforced concrete structures

Contd.

Galvanic anodes are selected because they have a more "active" voltage (more negative electrochemical potential) than the metal of the target structure (typically steel)

The galvanic anode continues to corrode, consuming the anode material until eventually it must be replaced.

Anode Material: Alloys of Zinc, Magnesium and Aluminum

Page 16: Cathodic protection of reinforced concrete structures

Pourbix Diagram

Page 17: Cathodic protection of reinforced concrete structures

Sacrificial Anode Facts

Alloy BaseWeight Loss per annum (kg/amp)

Practical Life

(Years)Efficiency Use

Magnesium 8 5 50% RC Pipelines

Aluminum 4 10 90% Sea Water

Zinc 12 20 95% Coating

Page 19: Cathodic protection of reinforced concrete structures

Cathodic Protection-Galvanic System

Ref: http://www.wv4c.org

Page 20: Cathodic protection of reinforced concrete structures

Impressed Current Method

In this method a potential difference is artificially created by applying an external positive voltage to an anode with the negative current return path through the reinforcement cage and cabling.

ICCP system use a nodes connected to DC power source. Usually this will be a cathodic protection rectifier, which converts an AC power supply to DC output.

Page 21: Cathodic protection of reinforced concrete structures

Contd.

Anode Material can be inert or at least capable of offering up to a nominal a 20 years life

This current given to insoluble anode like graphite stainless steel or scrap iron buried in soil.

The negative terminal of D.C is connected to a pipeline to b protected. The anode is kept in back-fill.

Page 22: Cathodic protection of reinforced concrete structures

Impressed Current System

Ref: http://www.wv4c.org

Page 23: Cathodic protection of reinforced concrete structures

Comparison of CP System

Impressed Current System

Sacrificial Anode

Longer Anode Life, Monitoring Required

Simple, No Monitoring & Control

Current can be controlled No requirement for electrical isolation

Can be used in any resistivity environment

Usually Used in lower resistivity electrolyte

Can Be Used for any type structure

Used for very small or well coated structure

Higher Cost Lower Cost

Page 24: Cathodic protection of reinforced concrete structures

Application

Pipelines are routinely protected by a coating supplemented with cathodic Protection.

Ref: https://upload.wikimedia.org/wikipedia/commons/f/f1/Anodes-on-jacket.jpg

Page 25: Cathodic protection of reinforced concrete structures

Contd. Placement of Anode on reinforcement Bar

Cage.

Ref: http://faculty.kfupm.edu.sa/CE

Page 26: Cathodic protection of reinforced concrete structures

Contd.

• The White Patches visible on the ship’s hull are Zinc Block sacrificial anodes.

Ref:www.usmma.edu/life/sea/images/seayear1.jpg

Page 27: Cathodic protection of reinforced concrete structures

References

K G C Berkeley, S Pathmanaban, “Cathodic Protection of Reinforcement Steel in Concrete”, Butterworth & Co. (Publishers) Ltd, 1990,

Alan R Bird, “Cathodic Protection of reinforced concrete Structures-A Practical Methods of Arresting Rebar Corrosion” Report published at WWW.marineandcivil.com.au, pp 1-5

Baeckman, Schwenck & Prinz, Handbook of cathodic corrosion protection” 3rd edition 1997 ISBN 0-88415-056-9

Page 28: Cathodic protection of reinforced concrete structures

Contd.

• Dr. S.R Karade & Team, Corrosion Mitigation in RC structures Through Cathodic Protection, CSIR-CBRI News Letter,Vol-32 No-1 Jan-March 2012,pp. 1-2

Denny A.Jones, “Principles and Prevention of Corrosion” 2nd Edition, Prentice Hall, ISBN 0-13-359993-0

V Ashworth, “Principle of Cathodic Protection” Elsevier B.V, 3rd Edition, Volume-2, pp 10:3-10:28

Ref: Cathodic Protection of Reinforced Concrete Structures’, in NACE Technical Report No. 36, 1989, The Concrete Society, London.