Tuesday, September 29, 2009

Crevice Corrosion

This form of attack is generally associated with the presence of small volumes of stagnant solution in occluded interstices, beneath deposits and seals, or in crevices, e.g. at nuts and rivet heads. Deposits of sand, dust, scale and corrosion products can all create zones where the liquid can only be renewed with great difficulty. This is also the case for flexible, porous or fibrous seals (wood, plastic, rubber, cements, asbestos, cloth, etc.).
Crevice corrosion is encountered particularly in metals and alloys which owe their resistance to the stability of a passive film, since these films are unstable in the presence of high concentrations of Cl- and H+ ions.
The basic mechanism underlying crevice corrosion in passivatable alloys exposed to aerated chloride-rich media is gradual acidification of the solution inside the crevice, leading to the appearance of highly aggressive local conditions that destroy the passivity.
in an interstice, convection in the liquid is strongly impeded and the dissolved oxygen is locally rapidly exhausted. A few seconds are sufficient to create a "differential aeration cell" between the small deaerated interstice and the aerated remainder of the surface. However, "galvanic" corrosion between these two zones remains inactive.
As dissolution of the metal M continues, an excess of Mn+ ions is created in the crevice, which can only be compensated by electromigrationof the Cl- ions (more numerous in a chloride-rich medium and more mobile than OH- ions). Most metallic chlorides hydrolyse, and this is particularly true for the elements in stainless steels and aluminium alloys. The acidity in the crevice increases (pH 1-3) as well as the Cl- ion concentration (up to several times the mean value in the solution). The dissolution reaction in the crevice is then promoted and the oxygen reduction reaction becomes localized on the external surfaces close to the crevice. This "autocatalytic" process accelerates rapidly, even if several days or weeks were necessary to get it under way.
Means of preventing or limiting crevice corrosion : Use welds rather than bolted or riveted joints, design installations to enable complete draining (no corners or stagnant zones), hydrofuge any interstices that cannot be eliminated, and in particular, grease all seals and seal planes, use only solid, non-porous seals, etc.

source: http://www.cdcorrosion.com/mode_corrosion/corrosion_crevice.htm

Sunday, September 6, 2009

Atmospheric test-sites

Atmospheric corrosion tests consist in the exposure of samples to atmospheric conditions at test-sites and in their periodic evaluation. To expose materials and their surface coatings to all factors of atmospheric environment is only possible by their exposure to a realistic environment whilst studying all parameters of that environment. The performance of corrosion testing is experimentally and time demanding. Continual measurements of environmental parameters - temperature, humidity, sun radiation, amount of rainfall, Pollution by SO2, NOx and O3, pH and conductivity of rainfall, content of chlorides, sulfates and nitrates in rainfall are carried out. Due to a slow rate of atmospheric corrosion it is recommended for the exposure to last for 1 year, 2 years, 5 years, 10 years or 20 years according to the corrosion stability of a tested material.
Picture: Test-site in Czech Republic

Source: http://www.svuom.cz/index.php?zobraz=atmzkusebst&lang=en

Friday, August 28, 2009

Zinc Ribbon Anode for Cathodic Protection






















Source: http://www.farwestcorrosion.com/fwst/anodgalv/platt01.htm

Thursday, August 27, 2009

Cathodic Protection

Cathodic protection is the most widely applied electrochemical corrosion control technique. This is accomplished by applying a direct current to the structure which causes the structure potential to change from the corrosion potential (Ecorr) to a protective potential in the immunity region.

The required cathodic protection current is supplied by sacrificial anode materials or by an impressed current system. Most metals in contact with an aqueous environment having a near neutral pH can be cathodically protected.

Figure: Typical cathodic polarization curve for steel

Source: http://www.westcoastcorrosion.com/Service%20cathodic%20protection.htm