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The wire-drawing process itself does not diminish the inherent corrosion resistance of 316 stainless steel plates; however, it may create microscopic scratches and a work-hardened layer on the surface. Consequently, if the material is not subsequently fully passivated—or if it is exposed to a highly corrosive environment—the resistance to pitting corrosion in localized areas may be temporarily lower than that of the original polished surface.
The crux of this issue lies not in *whether* an impact occurs, but rather in *whether* the magnitude of that impact exceeds the tolerance limits of the actual operating conditions. When making an assessment, priority should be given to the following factors: the concentration of chloride ions in the operating environment, exposure to acidic media, the potential for prolonged stagnant water accumulation, and—following the wire-drawing process—whether proper passivation treatment was performed. These four factors are more decisive in determining ultimate service performance than the material grade itself.
Wire drawing is a process in which directional linear textures are formed on the surface of a steel plate through mechanical abrasion; essentially, it involves the removal of surface material and the induction of plastic deformation. While it does not alter the composition of the substrate, it causes the surface grains to elongate, increases dislocation density, and leaves behind minute metal debris and oil residues.
This physical modification leads to two results: first, an increase in surface roughness, which provides more retention sites for corrosive media; and second, the potential presence of residual stresses within the work-hardened zone, which may serve as anodic initiation sites for electrochemical corrosion.
Whether or not there is cause for concern depends primarily on whether subsequent passivation treatment—using nitric acid or citric acid—is performed. The chromium oxide passivation film on an unpassivated brushed surface exhibits lower integrity compared to that of the original cold-rolled state.
Because 316 stainless steel inherently contains 2–3% molybdenum, its resistance to chloride pitting and crevice corrosion is significantly enhanced. Even if the surface condition is compromised by wire drawing, its bulk corrosion resistance margin remains superior to that of standard austenitic steels such as 304.
A more common practice involves the combination of wire brushing, electrolytic passivation, and blue light verification. This combination restores over 90% of the original passivation film coverage, thereby meeting the requirements of ISO 16048 or ASTM A967 standards.
What truly determines the outcome is not whether a brushed finish is applied, but rather whether a corresponding surface repassivation process is executed subsequently. If this step is neglected, even high-grade stainless steel may suffer premature failure.
In environments involving continuous exposure to seawater droplets, dense salt mist, chlorine-based disinfectants, or industrial acid-pickling wastewater, if a brushed surface has not undergone passivation—or if the passivation is insufficient—the time required to induce pitting corrosion may be shortened by 30–50% compared to a mirror-polished surface.
If the target surface is food-grade (such as the interior wall of a dairy tank) or pharmaceutical-grade clean piping, industry practice typically prohibits brushed finishes, as the surface texture can easily harbor microorganisms and makes the verification of CIP cleaning difficult.
Whether or not to perform this step upfront depends on the specific application scenario: for architectural decorative components—where aesthetic standards are high but the risk of corrosion is low—brushed finishing is the preferred choice; however, for valve bodies—which require strict standards for both sealing integrity and cleanliness—it should be avoided.
As indicated in the table, wire drawing is classified as a medium-risk surface treatment: it is slightly more sensitive than a mirror finish but significantly superior to coarse sandblasting. Its scope of applicability is clearly defined—provided that the accompanying passivation treatment meets the required standards, it is suitable for the vast majority of non-severe corrosive environments.
The most direct method is to conduct a copper-sulfate corrosion test (in accordance with GB/T 24512.2 or ASTM A262 Practice E) to observe whether any traces of selective corrosion appear on the surface. A compliant sample should remain free of discoloration and pitting after being held in the boiling solution for 24 hours.
Simple On-Site Assessment Method::Apply a 10% sodium chloride solution to the brushed surface, allow it to stand for 48 hours, then wipe it dry and inspect for any residual brown rust stains. If present, this indicates insufficient passivation or the presence of inclusion defects.
Whether pre-treatment is required depends on the requirements of the target market: kitchenware components destined for export to the EU must be accompanied by a third-party passivation report, whereas those intended for general domestic industrial use are subject to confirmation via customer-approved samples.
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