<?xml version="1.0" encoding="ISO-8859-1"?><article xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:xlink="http://www.w3.org/1999/xlink" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance">
<front>
<journal-meta>
<journal-id>2007-6835</journal-id>
<journal-title><![CDATA[Revista ALCONPAT]]></journal-title>
<abbrev-journal-title><![CDATA[Rev. ALCONPAT]]></abbrev-journal-title>
<issn>2007-6835</issn>
<publisher>
<publisher-name><![CDATA[Asociación Latinoamericana de Control de Calidad, Patología y Recuperación de la Construcción A.C.]]></publisher-name>
</publisher>
</journal-meta>
<article-meta>
<article-id>S2007-68352023000200007</article-id>
<article-id pub-id-type="doi">10.21041/ra.v13i2.690</article-id>
<title-group>
<article-title xml:lang="en"><![CDATA[Total Corrosion Management. Documentary analysis]]></article-title>
<article-title xml:lang="pt"><![CDATA[Gestão Total da Corrosão. Análise documental]]></article-title>
<article-title xml:lang="es"><![CDATA[Gestión integral de la corrosión. Análisis documental]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Donadio]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Capacho]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Santander]]></surname>
<given-names><![CDATA[L.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Sika Services AG  ]]></institution>
<addr-line><![CDATA[ ]]></addr-line>
<country>Switzerland</country>
</aff>
<aff id="Af2">
<institution><![CDATA[,Sika Mexicana SA de CV  ]]></institution>
<addr-line><![CDATA[ ]]></addr-line>
<country>Mexico</country>
</aff>
<aff id="Af3">
<institution><![CDATA[,Sika Mexicana SA de CV  ]]></institution>
<addr-line><![CDATA[ ]]></addr-line>
<country>Mexico</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>08</month>
<year>2023</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>08</month>
<year>2023</year>
</pub-date>
<volume>13</volume>
<numero>2</numero>
<fpage>235</fpage>
<lpage>253</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_arttext&amp;pid=S2007-68352023000200007&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_abstract&amp;pid=S2007-68352023000200007&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_pdf&amp;pid=S2007-68352023000200007&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="en"><p><![CDATA[Abstract The aim of this report is to provide a documentary analysis of the different corrosion mitigation techniques currently available, such as repair mortars, active and passive corrosion inhibitors, protective coatings and galvanic or induced current cathodic protection. These structures, built to last for a long time, are subject to ageing due to environmental influences such as water, atmospheric carbon dioxide and other harmful elements such as chlorides and pollution. The most common deterioration process in reinforced concrete structures is corrosion and subsequent expansion of the steel reinforcement, leading to cracking and spalling of the concrete.]]></p></abstract>
<abstract abstract-type="short" xml:lang="pt"><p><![CDATA[Resumo O objetivo deste relatório é apresentar as diferentes técnicas de mitigação da corrosão atualmente disponíveis, tais como argamassas de reparo, inibidores de corrosão (ativos ou passivos), revestimentos de proteção e proteção catódica por corrente induzida ou galvânica. As estruturas, construídas para durar muito tempo, estão sujeitas ao envelhecimento precoce devido a influências ambientais como água, dióxido de carbono atmosférico e outros elementos nocivos, como cloretos e poluição. O processo de deterioração mais comum em estruturas de concreto armado é a corrosão e posterior expansão devida aos produtos de corrosão do aço, levando à fissuração e ao destacamento superficial do concreto.]]></p></abstract>
<abstract abstract-type="short" xml:lang="es"><p><![CDATA[Resumen El objetivo de este informe es hacer un análisis documental sobre las diferentes técnicas de mitigación de la corrosión disponibles en la actualidad, como los morteros de reparación, los inhibidores activos y pasivos de la corrosión, los revestimientos protectores y la protección catódica con corriente inducida o galvánica. Estas estructuras, construidas para durar mucho tiempo, están sometidas al envejecimiento por influencias de su entorno, como el agua, el dióxido de carbono atmosférico y otros elementos nocivos como los cloruros y la contaminación. El proceso de deterioro más común en las estructuras de concreto armado es la corrosión y la consiguiente dilatación de la armadura de acero, lo que provoca la fisuración y el desconchado del concreto.]]></p></abstract>
<kwd-group>
<kwd lng="en"><![CDATA[corrosion]]></kwd>
<kwd lng="en"><![CDATA[corrosion inhibitor]]></kwd>
<kwd lng="en"><![CDATA[cathodic protection]]></kwd>
<kwd lng="en"><![CDATA[galvanic anodes]]></kwd>
<kwd lng="pt"><![CDATA[corrosão]]></kwd>
<kwd lng="pt"><![CDATA[inibidor de corrosão]]></kwd>
<kwd lng="pt"><![CDATA[proteção catódica]]></kwd>
<kwd lng="pt"><![CDATA[ânodos galvânicos]]></kwd>
<kwd lng="es"><![CDATA[corrosión]]></kwd>
<kwd lng="es"><![CDATA[inhibidor de corrosión]]></kwd>
<kwd lng="es"><![CDATA[protección catódica, ánodo galvánico]]></kwd>
</kwd-group>
</article-meta>
</front><back>
<ref-list>
<ref id="B1">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Angst]]></surname>
<given-names><![CDATA[U.]]></given-names>
</name>
<name>
<surname><![CDATA[Moro]]></surname>
<given-names><![CDATA[F.]]></given-names>
</name>
<name>
<surname><![CDATA[Geiker]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
<name>
<surname><![CDATA[Kessler]]></surname>
<given-names><![CDATA[S.]]></given-names>
</name>
<name>
<surname><![CDATA[Beushausen]]></surname>
<given-names><![CDATA[H.]]></given-names>
</name>
<name>
<surname><![CDATA[Andrade]]></surname>
<given-names><![CDATA[C.]]></given-names>
</name>
<name>
<surname><![CDATA[Lahdensivu]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
<name>
<surname><![CDATA[Köliö]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[Imamoto]]></surname>
<given-names><![CDATA[K.- ichi]]></given-names>
</name>
<name>
<surname><![CDATA[von Greve-Dierfeld]]></surname>
<given-names><![CDATA[S.]]></given-names>
</name>
<name>
<surname><![CDATA[Serdar]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Corrosion of steel in carbonated concrete: mechanisms, practical experience, and research priorities - a practical review by RILEM TC 281-CC]]></article-title>
<source><![CDATA[RILEM Technical Letters]]></source>
<year>2020</year>
<volume>5</volume>
<page-range>85-100</page-range></nlm-citation>
</ref>
<ref id="B2">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Bertolini]]></surname>
<given-names><![CDATA[L.]]></given-names>
</name>
<name>
<surname><![CDATA[Elsener]]></surname>
<given-names><![CDATA[B.]]></given-names>
</name>
<name>
<surname><![CDATA[Pedeferri]]></surname>
<given-names><![CDATA[P.]]></given-names>
</name>
<name>
<surname><![CDATA[Redaelli]]></surname>
<given-names><![CDATA[Elena.]]></given-names>
</name>
<name>
<surname><![CDATA[Polder]]></surname>
<given-names><![CDATA[R. B.]]></given-names>
</name>
</person-group>
<source><![CDATA[Corrosion of steel in concrete, prevention, diagnosis, repair]]></source>
<year>2004</year>
<publisher-loc><![CDATA[Weinheim ]]></publisher-loc>
<publisher-name><![CDATA[Wiley&#8208;VCH Verlag GmbH &amp; Co. KGaA]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B3">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Brem]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
<name>
<surname><![CDATA[Lohner]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
<name>
<surname><![CDATA[Büchler]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[A long-term study on the effect of a hydrophobic treatment on the moisture balance and durability of a reinforced concrete structure in a road tunnel]]></article-title>
<source><![CDATA[MATEC Web of Conferences]]></source>
<year>2022</year>
<volume>364</volume>
<page-range>04005</page-range></nlm-citation>
</ref>
<ref id="B4">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Christodoulou]]></surname>
<given-names><![CDATA[C.]]></given-names>
</name>
<name>
<surname><![CDATA[Goodier]]></surname>
<given-names><![CDATA[C.]]></given-names>
</name>
<name>
<surname><![CDATA[Austin]]></surname>
<given-names><![CDATA[S.]]></given-names>
</name>
<name>
<surname><![CDATA[Glass]]></surname>
<given-names><![CDATA[G. K.]]></given-names>
</name>
<name>
<surname><![CDATA[Webb]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
</person-group>
<source><![CDATA[Assessing the long-term durability of silanes on reinforced concrete structures]]></source>
<year>2012</year>
<publisher-name><![CDATA[Loughborough University]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B5">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Christodoulou]]></surname>
<given-names><![CDATA[C.]]></given-names>
</name>
<name>
<surname><![CDATA[Goodier]]></surname>
<given-names><![CDATA[C.]]></given-names>
</name>
<name>
<surname><![CDATA[Austin]]></surname>
<given-names><![CDATA[S.]]></given-names>
</name>
<name>
<surname><![CDATA[Webb]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
<name>
<surname><![CDATA[Glass]]></surname>
<given-names><![CDATA[G. K.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Diagnosing the cause of incipient anodes in repaired reinforced concrete structures]]></article-title>
<source><![CDATA[Corrosion Science]]></source>
<year>2013</year>
<volume>69</volume>
<page-range>123-9</page-range></nlm-citation>
</ref>
<ref id="B6">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Christodoulou]]></surname>
<given-names><![CDATA[C.]]></given-names>
</name>
<name>
<surname><![CDATA[Goodier]]></surname>
<given-names><![CDATA[C. I.]]></given-names>
</name>
<name>
<surname><![CDATA[Austin]]></surname>
<given-names><![CDATA[S. A.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Site performance of galvanic anodes in concrete repairs]]></article-title>
<person-group person-group-type="editor">
<name>
<surname><![CDATA[Grantham]]></surname>
<given-names><![CDATA[M]]></given-names>
</name>
</person-group>
<source><![CDATA[Concrete Solutions 2014. Proceedings of Concrete Solutions, the 5thInternational Conference on Concrete Repair]]></source>
<year>2014</year>
<page-range>167-72</page-range><publisher-loc><![CDATA[Belfast.Boca Raton, Fl ]]></publisher-loc>
<publisher-name><![CDATA[CRC Press]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B7">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Dodds]]></surname>
<given-names><![CDATA[W.]]></given-names>
</name>
<name>
<surname><![CDATA[Christodoulou]]></surname>
<given-names><![CDATA[C.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Hybrid anode concrete corrosion protection - independent study]]></article-title>
<source><![CDATA[Proceedings of the Institution of Civil Engineers - Construction Materials]]></source>
<year>2018</year>
<volume>171</volume>
<numero>4</numero>
<issue>4</issue>
<page-range>149-60</page-range></nlm-citation>
</ref>
<ref id="B8">
<nlm-citation citation-type="">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Guy]]></surname>
<given-names><![CDATA[T.]]></given-names>
</name>
</person-group>
<source><![CDATA[CEBTP]]></source>
<year>2000</year>
<publisher-loc><![CDATA[France ]]></publisher-loc>
</nlm-citation>
</ref>
<ref id="B9">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Heiyantuduwa]]></surname>
<given-names><![CDATA[R.]]></given-names>
</name>
<name>
<surname><![CDATA[Alexander]]></surname>
<given-names><![CDATA[M. G.]]></given-names>
</name>
<name>
<surname><![CDATA[Mackechnie]]></surname>
<given-names><![CDATA[J. R.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Performance of a Penetrating Corrosion Inhibitor in Concrete Affected by Carbonation-Induced Corrosion]]></article-title>
<source><![CDATA[Journal of Materials in Civil Engineering]]></source>
<year>2006</year>
<volume>18</volume>
<numero>6</numero>
<issue>6</issue>
</nlm-citation>
</ref>
<ref id="B10">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Holmes]]></surname>
<given-names><![CDATA[S.]]></given-names>
</name>
<name>
<surname><![CDATA[Glass]]></surname>
<given-names><![CDATA[G. K.]]></given-names>
</name>
<name>
<surname><![CDATA[Wilcox]]></surname>
<given-names><![CDATA[G. D.]]></given-names>
</name>
<name>
<surname><![CDATA[Robins]]></surname>
<given-names><![CDATA[P. J.]]></given-names>
</name>
<name>
<surname><![CDATA[Roberts]]></surname>
<given-names><![CDATA[A. C.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[The Response of Protective Current to Environmental Conditions During Hybrid Anode Concrete Repair Treatments]]></article-title>
<source><![CDATA[NACE Conference Papers]]></source>
<year>2011</year>
<page-range>11005</page-range></nlm-citation>
</ref>
<ref id="B11">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Lozinguez]]></surname>
<given-names><![CDATA[E.]]></given-names>
</name>
<name>
<surname><![CDATA[Barthélémy]]></surname>
<given-names><![CDATA[J. -F.]]></given-names>
</name>
<name>
<surname><![CDATA[Bouteiller]]></surname>
<given-names><![CDATA[V.]]></given-names>
</name>
<name>
<surname><![CDATA[Desbois]]></surname>
<given-names><![CDATA[T.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Contribution of Sacrificial Anode in reinforced concrete patch repair: Results of numerical simulations]]></article-title>
<source><![CDATA[Construction and Building Materials]]></source>
<year>2018</year>
<volume>178</volume>
<numero>30</numero>
<issue>30</issue>
<page-range>405-17</page-range></nlm-citation>
</ref>
<ref id="B12">
<nlm-citation citation-type="">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Mozaryn]]></surname>
<given-names><![CDATA[T.]]></given-names>
</name>
<name>
<surname><![CDATA[Kokowska]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Service life of coating systems applied on cooling towers - A laboratory study and in-situ investigations]]></article-title>
<person-group person-group-type="editor">
<name>
<surname><![CDATA[L'Hostis]]></surname>
<given-names><![CDATA[V.]]></given-names>
</name>
<name>
<surname><![CDATA[Gens]]></surname>
<given-names><![CDATA[R.]]></given-names>
</name>
<name>
<surname><![CDATA[Gallé]]></surname>
<given-names><![CDATA[C.]]></given-names>
</name>
</person-group>
<source><![CDATA[NUCPERF 2009 - Long Term Performance of Cementitious Barriers and Reinforced Concrete in Nuclear Power Plants and Waste Management]]></source>
<year>2009</year>
</nlm-citation>
</ref>
<ref id="B13">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Page]]></surname>
<given-names><![CDATA[C. L.]]></given-names>
</name>
<name>
<surname><![CDATA[Treadaway]]></surname>
<given-names><![CDATA[K. W. J.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Aspects of the electrochemistry of steel in concrete]]></article-title>
<source><![CDATA[Nature]]></source>
<year>1982</year>
<volume>297</volume>
<page-range>109-15</page-range></nlm-citation>
</ref>
<ref id="B14">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Page]]></surname>
<given-names><![CDATA[C. L.]]></given-names>
</name>
<name>
<surname><![CDATA[Sergi]]></surname>
<given-names><![CDATA[G.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Developments in cathodic protection applied to reinforced concrete]]></article-title>
<source><![CDATA[Journal of Materials in Civil Engineering]]></source>
<year>2000</year>
<volume>12</volume>
<numero>1</numero>
<issue>1</issue>
<page-range>8-15</page-range></nlm-citation>
</ref>
<ref id="B15">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Qian]]></surname>
<given-names><![CDATA[S.]]></given-names>
</name>
<name>
<surname><![CDATA[Zhang]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
<name>
<surname><![CDATA[Qu]]></surname>
<given-names><![CDATA[D.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Theoretical and experimental study of microcell and macrocell corrosion in patch repairs of concrete structures]]></article-title>
<source><![CDATA[Cement and Concrete Composites]]></source>
<year>2006</year>
<volume>28</volume>
<numero>8</numero>
<issue>8</issue>
<page-range>685-95</page-range></nlm-citation>
</ref>
<ref id="B16">
<nlm-citation citation-type="confpro">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Rodum]]></surname>
<given-names><![CDATA[E.]]></given-names>
</name>
</person-group>
<source><![CDATA[The Norwegian Public Roads Administration, Trondheim, Norway, effect of different surface treatment products after 10 years of field exposure]]></source>
<year>2012</year>
<conf-name><![CDATA[ ICDC conference]]></conf-name>
<conf-loc>Norway </conf-loc>
</nlm-citation>
</ref>
<ref id="B17">
<nlm-citation citation-type="journal">
<collab>SAMARIS</collab>
<article-title xml:lang=""><![CDATA[Sustainable and Advanced Materials for Road Infrastructure]]></article-title>
<source><![CDATA[European]]></source>
<year>2003</year>
</nlm-citation>
</ref>
<ref id="B18">
<nlm-citation citation-type="">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Sergi]]></surname>
<given-names><![CDATA[G.]]></given-names>
</name>
<name>
<surname><![CDATA[Whitmore]]></surname>
<given-names><![CDATA[D.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Performance of Zinc Sacrificial Anodes For Long-term Control of Reinforcement Corrosion]]></article-title>
<source><![CDATA[NACE - International Corrosion Conference Series]]></source>
<year>2010</year>
</nlm-citation>
</ref>
<ref id="B19">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Silva]]></surname>
<given-names><![CDATA[N.]]></given-names>
</name>
</person-group>
<source><![CDATA[Chloride Induced Corrosion of Reinforcement Steel in Concrete]]></source>
<year>2013</year>
<publisher-loc><![CDATA[Sweden ]]></publisher-loc>
<publisher-name><![CDATA[Department of Civil and Environmental Engineering, Chalmers University of Technology]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B20">
<nlm-citation citation-type="">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Tilly]]></surname>
<given-names><![CDATA[G. P.]]></given-names>
</name>
<name>
<surname><![CDATA[Jacobs]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Concrete repairs - Performance in service and current practice]]></article-title>
<source><![CDATA[CONREPNET]]></source>
<year>2007</year>
</nlm-citation>
</ref>
<ref id="B21">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Tritthart]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Transport of a surface applied corrosion inhibitor in cement paste and in concrete]]></article-title>
<source><![CDATA[Cement and Concrete Research]]></source>
<year>2003</year>
<volume>33</volume>
<numero>6</numero>
<issue>6</issue>
<page-range>829-34</page-range></nlm-citation>
</ref>
<ref id="B22">
<nlm-citation citation-type="book">
<collab>Transportation Research Board of the National Academies</collab>
<source><![CDATA[NCHRP SYNTHESIS 398, Cathodic Protection for Life Extension of Existing Reinforced Concrete Bridge Elements A Synthesis of Highway Practice]]></source>
<year>2009</year>
<publisher-name><![CDATA[CONCORR Inc]]></publisher-name>
</nlm-citation>
</ref>
</ref-list>
</back>
</article>
