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    Cathodic Polarization Behavior of Steel with Different Marine Fouling Morphologies on Submerged Bridge Elements with Cathodic Protection

    Source: Journal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 007
    Author:
    Samanbar Permeh
    ,
    Kingsley Lau
    ,
    Mayren Echeverria Boan
    ,
    Berrin Tansel
    ,
    Matthew Duncan
    DOI: 10.1061/(ASCE)MT.1943-5533.0003257
    Publisher: ASCE
    Abstract: Severe localized corrosion of submerged steel bridge piles in Florida was associated with fouling and microbial-influenced-corrosion (MIC). The research in this study evaluated the efficacy of cathodic protection (CP) in those environments. Field tests were conducted in two natural rivers with different marine fouling morphologies. The test steel arrays were coupled to a zinc-sacrificial anode, and system potentials of approximately −923  mV with respect to the saturated-calomel electrode (SCE) developed. Global CP currents to the steel exceeded 3  μA/cm2 and generally reduced the overall corrosion rate. The CP current was related to cathode surface availability under fouling, and portions of the array did not receive sufficient cathodic polarization. Laboratory tests were conducted using specimens with different surface crevice morphologies that were cathodically polarized at −850 and −950  mVSCE and immersed in solutions inoculated with sulfate-reducing bacteria. Tests confirmed that the presence of crevices reduce CP effectiveness. Fouling environments caused insufficient levels of CP and supported the growth of bacteria associated with MIC. CP alone may not be adequate to mitigate crevice corrosion and MIC under heavy fouling.
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      Cathodic Polarization Behavior of Steel with Different Marine Fouling Morphologies on Submerged Bridge Elements with Cathodic Protection

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4266377
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    contributor authorSamanbar Permeh
    contributor authorKingsley Lau
    contributor authorMayren Echeverria Boan
    contributor authorBerrin Tansel
    contributor authorMatthew Duncan
    date accessioned2022-01-30T20:01:08Z
    date available2022-01-30T20:01:08Z
    date issued2020
    identifier other%28ASCE%29MT.1943-5533.0003257.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4266377
    description abstractSevere localized corrosion of submerged steel bridge piles in Florida was associated with fouling and microbial-influenced-corrosion (MIC). The research in this study evaluated the efficacy of cathodic protection (CP) in those environments. Field tests were conducted in two natural rivers with different marine fouling morphologies. The test steel arrays were coupled to a zinc-sacrificial anode, and system potentials of approximately −923  mV with respect to the saturated-calomel electrode (SCE) developed. Global CP currents to the steel exceeded 3  μA/cm2 and generally reduced the overall corrosion rate. The CP current was related to cathode surface availability under fouling, and portions of the array did not receive sufficient cathodic polarization. Laboratory tests were conducted using specimens with different surface crevice morphologies that were cathodically polarized at −850 and −950  mVSCE and immersed in solutions inoculated with sulfate-reducing bacteria. Tests confirmed that the presence of crevices reduce CP effectiveness. Fouling environments caused insufficient levels of CP and supported the growth of bacteria associated with MIC. CP alone may not be adequate to mitigate crevice corrosion and MIC under heavy fouling.
    publisherASCE
    titleCathodic Polarization Behavior of Steel with Different Marine Fouling Morphologies on Submerged Bridge Elements with Cathodic Protection
    typeJournal Paper
    journal volume32
    journal issue7
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0003257
    page04020184
    treeJournal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 007
    contenttypeFulltext
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