An in situ x-ray microprobe analysis of Type 316 stainless steel amficial pits has been canid out with bromiddchloride solution. A high intensity 8 pm diameter polychromatic x-ray beam was scanned across the steellsolution interface within the artificial pit. The resulting x-ray fluorescence was analyzed using an energy dispersive x-ray detector. In contrast to the light Cl atom, Br could be detected, making it possible to monitor the behavior of halides in the amficial pits and in the salt layer at the interface. It was found that Br was more active than c1. At high potentials, elemental Br was produced as an oxidation product, whereas without added bromide, chloride only formed a salt layer. Br also mcentrated at the salt/steel interface at potentials below where it was oxidized.
INTRODUCIIONMajor changes in solution composition occurs when pits and pores are produced. It is the purpose of this paper is to describe an in situ x-ray fluorescence technique for solution analysis that has been used to measure changes taking place during pitting of stainless steels.(l,2) The technique has many similarities to scanning electron microprobe analysis, but uses x-rays rather than electrons, to excite the elements. The particular advantage of the technique was the in situ electrochemical control maintained during measurements. The technique offers a method for determining, in detail, the concentfation or depletion of elements at the metavsolution interFace with a sensitivity difficult to achieve using other techniques. Cl under wuditions associated with pitting.
X-rayThee have been few direct investigations of the solution in pits and cracks mainly owing to difficulties in analyzing the small volumes of solution involved (1,2,6-9).Consequently, few models take into consideration the importance of the solution chemistry in pitting. Local changes in solution composition are the dominant factors in the initiation and propagation of pits in stainless steels (10-15). In contrast, many theories have been proposed for the breakdown of passivity but these are usually developed only up to the point where passivity is disrupted and assume that corrosion will continue because of active dissolution.(l4-17) However, in most solutions under conditions where pitting can develop, surfaces generally repassivate following mechanical removal of the passive film.This indicates that disruption of passivity is not a sufficient requirement for localized corrosion to begin.
EXPERIMENTALIn situ x-ray microprobe measurements of concentration gradients of species in artificial one-dimensional pits were made using foil electrodes about 0.015 mm thick (1,2). Fig. 1 shows a schematic of the electrochemical cells used to study effects of chemistry changes in pit solutions and at pit surfaces during metal dissolution in restricted geometries. The figure represents an artificial pit produced by dissolving back the cross section of a foil mounted between plastic sheets. The dissolving surface was under potentiostatic control. The original edge of...