There is a natural tendency for nearly all metals to react with their environment. The result of this reaction is the creation of a corrosion product which is generally a substance of very similar chemical composition to the original mineral from which the metal was produced. It is a natural process of materials, usually metals, moving towards their lowest possible energy state, resulting in a spontaneous reaction between the material and its environment which results in the degradation of that material. The word derives from Latin ‘corrodere’ which translates to ‘gnaw to pieces’. For marine applications, mild steel remains the number one metal for constructional purposes by virtue of its relatively low cost, mechanical strength and ease of fabrication. Its main drawback is that it corrodes easily in seawater and unless adequately protected, rapidly loses strength which may result in structural failure. • ATMOSPHERIC CORROSION Protection against atmospheric corrosion is important during the construction of a ship, both on the building berth and in the shops. Serious rusting may occur where the relative humidity is above about 70 per cent; the atmosphere in British shipyards is unfortunately sufficiently humid to permit atmospheric corrosion throughout most of the year. But even in humid atmospheres the rate of rusting is determined mainly by the pollution of the air through smoke and/or sea salts. • CORROSION DUE TO IMMERSION When a ship is in service the bottom area is completely immersed and the waterline or boot topping region may be intermittently immersed in sea water. Under normal operating conditions a great deal of care is required to prevent excessive corrosion of these portions of the hull. A steel hull in this environment can provide ideal conditions for the formation of electro-chemical corrosion cells. • ELECTRO-CHEMICAL NATURE OF CORROSION Any metal in tending to revert to its original mineral state releases energy. At ordinary temperatures in aqueous solutions the transformation of a metal atom into a mineral molecule occurs by the metal passing into solution. During this process the atom loses one or more electrons and becomes an ion, i.e. an electrically charged atom, with the production of an electric current (the released energy). • This reaction may only occur if an electron acceptor is present in the aqueous solution. Thus any corrosion reaction is always accompanied by a flow of electricity from one metallic area to another through a solution in which the conduction of an electric current occurs by the passage of ions. Such a solution is referred to as an electrolyte solution; and because of its high salt content sea water is a good electrolyte solution. • A simple corrosion cell is formed by two different metals in an electrolyte solution (a galvanic cell) as illustrated in the figure. It is not essential to have two different metals as we shall see later. As illustrated a pure iron plate and a similar pure copper plate are immersed in a sodium chloride solution which is in contact with oxygen at the surface. Without any connection the corrosion reaction on each plate would be small. Once the two plates are connected externally to form an electrical path then the corrosion rate of the iron will increase considerably, and the corrosion on the copper will cease. • When 2 dissimilar metals are in contact with each other in the presence of a corrosive medium (electrolyte), the more active metal in the galvanic series acts as an anode and undergoes corrosion. This means, in a galvanic series of metals, the more active metal acts as anode and undergoes corrosion and the less active metal acts as a cathode and stays protected. • If these two metals are placed in seawater and are in direct electrical contact, a current will pass through the electrolyte from the more active metal (anode) onto the least active metal(cathode). This electrical current is referred to as Corrosion Current and is nothing but a metal ion and electron transfer process from the anode, which dissolves and passes into the solution. This simple cell where the corrosion process takes place is called a Galvanic Cell. • • The iron electrode by means of which the electrons leave the cell and by way of which the conventional current enters the cell is the anode. This is the electrode at which the oxidation or corrosion normally takes place. The copper electrode by means of which the electrons enter the cell and by way of which the conventional current leaves the cell is the cathode, at which no corrosion occurs. A passage of current through the electrolyte solution is by means of a flow of negative ions to the anode and a flow of positive ions to the cathode. Electro- chemical corrosion in aqueous solutions will result from any anodic and cathodic areas coupled in the solution whether they are metals of different potential in the environment or they possess different potentials as the result of physical differences on the metal surface. The latter is typified by steel plate carrying broken millscale in sea water or corrosion currents flowing between areas of well painted plate and areas of defective paintwork. • In atmospheric corrosion and corrosion involving immersion both oxygen and an electrolyte play an important part. Plates freely exposed to the atmosphere will receive plenty of oxygen but little moisture, and the moisture present therefore becomes the controlling factor. Under conditions of total immersion it is the presence of oxygen which becomes the controlling factor. • BIMETALLIC (GALVANIC) CORROSION Although it is true to say that all corrosion is basically galvanic, the term ‘galvanic corrosion’ is usually applied when two different metals form a corrosion cell. Many ship corrosion problems are associated with the coupling of metallic parts of different potential which consequently form corrosion cells under service conditions. The corrosion rates of metals and alloys in sea water have been extensively investigated and as a result galvanic series of metals and alloys in sea water have been obtained. • A typical galvanic series in sea water is as below: • Noble (cathodic or protected) end • Platinum, gold • Silver • Titanium • Stainless steels, passive • Nickel, passive • High duty bronzes • Copper • Nickel, active • Millscale • Naval brass • Lead, tin • Stainless steels, active • Iron, steel, cast iron • Aluminium alloys • Aluminium • Zinc • Magnesium • Ignoble (anodic or corroding) end • The positions of the metals in the table apply only in a sea water environment; and where metals are grouped together they have no strong tendency to form couples with each other. Some metals appear twice because they are capable of having both a passive and an active state. A metal is said to be passive when the surface is exposed to an electrolyte solution and a reaction is expected but the metal shows no sign of corrosion. It is generally agreed that passivation results from the formation of a current barrier on the metal surface, usually in the form of an oxide film. This thin protective film forms, and a change in the overall potential of the metal occurs when a critical current density is exceeded at the anodes of the local corrosion cells on the metal surface. • Among the more common bimetallic corrosion cell problems in ship hulls are those formed by the mild steel hull with the bronze or nickel alloy propeller. Also above the waterline problems exist with the attachment of bronze and aluminium alloy fittings. Where aluminium superstructures are introduced, the attachment to the steel hull and the fitting of steel equipment to the superstructure require special attention. This latter problem is overcome by insulating the two metals and preventing the ingress of water as illustrated in the figure . A further development is the use of explosion bonded aluminium/steel transition joints also illustrated. These joints are free of any crevices, the exposed aluminium to steel interface being readily protected by paint • STRESS CORROSION Corrosion and subsequent failure associated with varying forms of applied stress is not uncommon in marine structures. Internal stresses produced by non-uniform cold working are often more dangerous than applied stresses. For example, localized corrosion is often evident at cold flanged brackets. A particular case of stress corrosion in marine structures has occurred with early wrought aluminium magnesium alloy rivets. With a magnesium content above about 5 per cent stress corrosion failures with cold driven rivets were not uncommon. Here the corrosive attack is associated with a precipitate at the grain boundaries, produced by excessive cold working, which is anodic towards the solid solution forming the grains of the alloy. Failure occurs along an intergranular path. Specifications for aluminium/magnesium alloy rivets now limit the magnesium content. • CORROSION/EROSION Erosion is essentially a mechanical action but it is associated with electro-chemical corrosion in producing two forms of metal deterioration. Firstly, in what is known as ‘impingement attack’ the action is mainly electro- chemical but it is initiated by erosion. Air bubbles entrained in the flow of water and striking a metal surface may erode away any protective film that may be present locally. The eroded surface becomes anodic to the surrounding surface and corrosion occurs. This type of attack can occur in most places where there is water flow, but particularly where features give rise to turbulent flow. Sea water discharges from the hull are a particular case, the effects being worse if warm water is discharged. • Cavitation damage is also associated with a rapidly flowing liquid environment. At certain regions in the flow (often associated with a velocity increase resulting from a contraction of the flow stream) the local pressures drop below that of the absolute vapour pressure. • Vapour cavities, that is areas of partial vacuum, are formed locally, but when the pressure increases clear of this region the vapour cavities collapse or ‘implode’. This collapse occurs with the release of considerable energy, and if it occurs adjacent to a metal surface damage results. The damage shows itself as pitting which is thought to be predominantly due to the effects of the mechanical damage. However it is also considered that electrochemical action may play some part in the damage after the initial erosion.