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        <identifier>oai:salford-repository.worktribe.com:1369018</identifier>
        <datestamp>2026-06-04T09:11:38Z</datestamp>
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          <dc:type>Thesis</dc:type>
          <dc:title>Numerical modelling and underlying electrochemical mechanism characterisation of cathodic protection for chloride contaminated reinforced concrete structures</dc:title>
          <dcterms:abstract>Cathodic Protection  (CP)  as  an  effective  electrochemical  repair  technique  has  been  widely employed in the rehabilitation of deterioratedReinforced Concrete (RC) structures worldwide. However,  the  quantitative  specifications  of  CP  technology  for  RC  structures  in  national  and international  standards  mainly  depend  on  empirical  experience  and  qualitative  assessment, which lead to conservativeresults and poor economic benefits. Numerical  modelling  and  simulation  have  been  proved  as  the  effective  tools  to  help understand  the  CP  fundamental  electrochemical  mechanisms.  They  are  useful  to  investigate the  effects  of  environmental  and  operational factors  on  the  performance  of  the  CP  system providing the optimum operation. A large number of CP numerical studies for RC structures have  been  carried  out  in  the  past  couple  of  decades.  However,  most  of  the  previous  CP numerical studies, in terms of the literature research in this study, have some deficiencies of concern.  For  example,  most  CP  numerical  modelling  cases  neglected  the  variability  of  the concrete   electrical   resistivity   and   the   steel   polarisation   resistance.   Meanwhile,   many modelling  works  did not  consider  the  coupling  effect  of  the  transportation  of  different  ionic species in concrete and the applied CP electric field effect. This  research  aims  to  improve  the  CP  numerical  modelling  for  the  RC  structures  to comprehensively  take  into  account  the  major  electrical  and  electrochemical  mechanisms involved in CP process. Three major contributions have been made in this study. 1) Based on a  previous  experimental  research,  this  study  proposed  and  developed  a  concrete  electrical resistivity  model  takingaccount  of  the coupling  influence  of  the  varied  water  and  chloride contents; 2) presented a characterisation for the steel polarisation state under CP conditions; 3) considered the coupling effect of the ionic behaviour and electric field action in the process of CP  numerical  simulation.  At  last,  combining  these  two  developed  models,  put  forward  an improved CP numerical modelling of RC structures.</dcterms:abstract>
          <dc:creator>Xiang, N</dc:creator>
          <uketdterms:qualificationlevel>Doctoral (Level 8)</uketdterms:qualificationlevel>
          <dcterms:dateAccepted>2019-06-05</dcterms:dateAccepted>
          <dc:identifier>oai:salford-repository.worktribe.com:1369018</dc:identifier>
          <dc:identifier xsi:type="dcterms:URI">https://salford-repository.worktribe.com/file/1369018/1/Xiang%20Nan%20Final%20thesis.pdf</dc:identifier>
          <uketdterms:sponsor>University of Salford</uketdterms:sponsor>
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          <dcterms:issued>2019</dcterms:issued>
          <dc:language>en</dc:language>
          <dc:licence>openAccess</dc:licence>
          <dcterms:accessRights>Public</dcterms:accessRights>
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