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Uniform Corrosion

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    Uniform Surface Corrosion Testing for Metals & Alloys

    Uniform Corrosion Testing

    Uniform metal corrosion takes place when the rate of corrosion throughout the metal surface remains unchanged after an initial short corrosion period, resulting in a constant weight loss over time. To quantify uniform corrosion, specimens are immersed in a corrosive environment and their weight loss is measured over a specified period. Testing is done following a standard practice for immersion corrosion of metals according to ASTM G31 or ASTM G44. Uniform corrosion rate can also be determined potentiodynamically by a Tafel linear polarization potential sweep covering cathodic and anodic potentials within ± 200 mV from the metal’s corrosion potential in the testing corroding environment. The Tafel analysis is done using the linear region of the polarization graph below and above the corrosion potential. The corrosion rate can also be determined by an electrochemical linear polarization resistance method done polarizing the metal specimen at potentials within ± 15 mV relative to its corrosion potential.

    Uniform corrosion rate can be enhanced in the presence of aggressive ingredients such as chloride ions, or other halide ions. The corrosion polarization curves in the graph below were generated potentiodynamically with 304 stainless steel in distilled water solutions having each a different chloride content. The corrosion rates determined by Tafel analysis indicate increasing rates with increasing chloride content. The next adjacent graph displays an example of the Tafel analysis and respective corrosion parameters for 303 stainless steel exposed to a distilled water solution saturated with sodium chloride, NaCl.

    The Tafel polarization and the linear polarization resistance techniques are accurate and rapid corrosion tests, relative to the immersion corrosion test, and can be used to rank alloys and inhibitors in order of resistance to uniform corrosion. The linear polarization resistance test is done according to the potentiodynamic polarization resistance method described in ASTM G59. Potentiodynamic anodic polarization measurements are done according to ASTM G5.

    Uniform corrosion can weaken the metal alloy structure over time and lead to premature failure, which can be catastrophic. A typical example is the collapsing of the Fern Hollow bridge, Pittsburg, in 2022. The Failure was ascribed to corrosion of the metal bridge structure, a weathering steel type, poorly maintained and allowed to be exposed to water collected near the base of the bridge, which inhibited the metal from forming a protective oxide layer against corrosion. Unprotected, the metal near the base of the bridge experienced progressive corrosion and metal thinning, weakening the structure over time until the bridge collapsed; as displayed in the two attached pictures below.

    Uniform corrosion of 1cm2 area of 304 stainless steel in distilled water (green) and in sodium chloride NaCl aqueous solutions containing 0.015% chloride (blue), 0.10% chloride (maroon), 2.12% chloride (pink, seawater-like), and > 2.12% chloride (red, saturated chloride solution). The respective increasing corrosion rates from Tafel analysis were 0.082 µm/y, 0.113 µm/year, 0.144 µm/year, 0.313 µm/year, and 0.722 µm/year; indicating increasing corrosion rates with increasing chloride content in the corroding solution.

    Potential Linear Sweep of 1 cm2 area of 303 stainless steel (SS) in NaCl-saturated solution (> 2.12% chloride content). The Tafel analysis of the cathodic and anodic region gave a uniform corrosion rate of 1.44 µm/year, value greater than that corresponding to 304 SS in NaCl-saturated solution. The analysis for 303 SS showed a corrosion current of 124 nA, a polarization resistance of 80.3 kΩ, and a corrosion potential of -289 mV vs. Ag/AgCl ref. electrode

    Bridge_collapse_pittsburgh.-A-Bridge (1)
    Fern Hollow-Pittsburg bridge collapsed in Jan. of 2022. The failure was ascribed to corrosion of the bridge metal structure, a weathering steel type. The National Transportation Safety Board determined the cause of the bridge collapse to be a corroded transverse tie plate and section loss on the bridge’s southwest leg.
    Fern_Hollow_bridge_corrosion_.B-Corroded-Part (1)
    Corrosion and section loss seen on leg of the Fern Hollow bridge reported in 2017, five years before the bridge collapsed. Water had continually run down the legs and accumulated at the bottom because of clogged drains, preventing a patina protective oxide layer from forming against corrosion.

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