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  <doc>
    <id>31077</id>
    <completedYear/>
    <publishedYear>2014</publishedYear>
    <thesisYearAccepted/>
    <language>deu</language>
    <pageFirst>1</pageFirst>
    <pageLast>19</pageLast>
    <pageNumber/>
    <edition/>
    <issue/>
    <volume>B 03</volume>
    <type>other</type>
    <publisherName/>
    <publisherPlace>Berlin</publisherPlace>
    <creatingCorporation>Deutsche Gesellschaft für Zerstörungsfreie Prüfung e.V. (DGZfP)</creatingCorporation>
    <contributingCorporation/>
    <belongsToBibliography>0</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="deu">Merkblatt für Elektrochemische Potentialmessungen zur Detektion von Bewehrungsstahlkorrosion</title>
    <parentTitle language="deu">DGZfP-Fachausschuss für Zerstörungsfreie Prüfung im Bauwesen / Unterausschuss Korrosionsnachweis bei Stahlbeton - Merkblatt B 03</parentTitle>
    <identifier type="old">34069</identifier>
    <identifier type="isbn">978-3-940283-10-8</identifier>
    <enrichment key="bibliotheksstandort">Sonderstandort: Publica-Schrank</enrichment>
    <author>Andreas Burkert</author>
    <author>Gino Ebell</author>
    <author>T. Eichler</author>
    <author>K. Hariri</author>
    <author>J. Harnisch</author>
    <author>S. Keßler</author>
    <author>T.F. Mayer</author>
    <author>J. Meier</author>
    <author>Jürgen Mietz</author>
    <author>K. Reichling</author>
    <author>C. Sodeikat</author>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Stahlbeton</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Korrosion</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Bewehrung</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Potentialmessung</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Zerstörungsfreie Prüfung</value>
    </subject>
    <collection role="literaturgattung" number="">Verlagsliteratur</collection>
    <collection role="fulltextaccess" number="">Physisches Exemplar in der Bibliothek der BAM vorhanden ("Hardcopy Access")</collection>
  </doc>
  <doc>
    <id>31518</id>
    <completedYear/>
    <publishedYear>2014</publishedYear>
    <thesisYearAccepted/>
    <language>deu</language>
    <pageFirst>1</pageFirst>
    <pageLast>19</pageLast>
    <pageNumber/>
    <edition>Überarbeitete Ausgabe April 2014</edition>
    <issue/>
    <volume/>
    <type>other</type>
    <publisherName/>
    <publisherPlace>Berlin</publisherPlace>
    <creatingCorporation>Deutsche Gesellschaft für Zerstörungsfreie Prüfung (DGZfP)</creatingCorporation>
    <contributingCorporation/>
    <belongsToBibliography>0</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="deu">Merkblatt B 03 - Merkblatt für Elektrochemische Potentialmessungen zur Detektion von Bewehrungsstahlkorrosion</title>
    <abstract language="deu">Dieses Merkblatt beschreibt die Anwendung elektrochemischer Potentialmessungen (häufig auch als Potentialfeldmessung bezeichnet) zur Detektion von Bewehrungsstahlkorrosion an Stahlbetonbauwerken. Mit Hilfe dieses Verfahrens können Bereiche korrodierender Bewehrung zerstörungsfrei lokalisiert werden. In der Regel kommt diese Messmethode bei der Detektion chloridinduzierter Korrosion zum Einsatz. In Abgrenzung hierzu sollte die Abschätzung der Gefahr einer karbonatisierungsinduzierten Korrosion durch Bestimmung der Karbonatisierungstiefe und der Betondeckung erfolgen.</abstract>
    <parentTitle language="deu">DGZfP-Merkblätter</parentTitle>
    <identifier type="old">34541</identifier>
    <identifier type="isbn">978-3-940283-10-8</identifier>
    <author>Andreas Burkert</author>
    <author>Gino Ebell</author>
    <author>T. Eichler</author>
    <author>K. Hariri</author>
    <author>J. Harnisch</author>
    <author>S. Keßler</author>
    <author>T.F. Mayer</author>
    <author>J. Meier</author>
    <author>Jürgen Mietz</author>
    <author>K. Reichling</author>
    <author>C. Sodeikat</author>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Korrosion</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Betonstahl</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Chloridinduzierte Korrosion</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Potentialfeldmessung</value>
    </subject>
    <collection role="literaturgattung" number="">Verlagsliteratur</collection>
    <collection role="fulltextaccess" number="">Datei im Netzwerk der BAM verfügbar ("Closed Access")</collection>
  </doc>
  <doc>
    <id>40419</id>
    <completedYear/>
    <publishedYear>2014</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst>B 03, 1</pageFirst>
    <pageLast>19</pageLast>
    <pageNumber/>
    <edition/>
    <issue/>
    <volume/>
    <type>handbook</type>
    <publisherName>DGZfP</publisherName>
    <publisherPlace>Berlin</publisherPlace>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>0</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">Electrochemical half-cell potential measurements for the detection of reinforcement corrosion</title>
    <abstract language="eng">This specification describes the application of electrochemical half‐cell potential measurements (frequently also called potential mapping) for the detection of reinforcement corrosion in reinforced concrete structures. Areas of corroding reinforcement steel can be located in a nondestructive manner by means of this procedure. Half‐cell potential measurements are used in order to detect chloride‐induced corrosion. However, it is not recommended in order to assess the risk of carbonation‐induced corrosion. For this purpose the determination of the carbonation depth and the concrete cover appear to be more appropriate.&#13;
&#13;
The content of this specification exclusively refers to the application of mobile, local variable reference electrodes, which are only placed on the concrete surface while measuring. The technique distinguishes itself thereby from the range of corrosion monitoring systems with stationary installed reference electrodes and sensor systems, respectively, whereby it is possible to continuously track measurements within the area of the installed electrodes. However, these methods are not dealt with in this specification.</abstract>
    <parentTitle language="eng">Electrochemical Half-Cell Potential Measurements for the Detection of Reinforcement Corrosion</parentTitle>
    <identifier type="isbn">978-3-940283-72-6</identifier>
    <author>Andreas Burkert</author>
    <author>Gino Ebell</author>
    <author>T. Eichler</author>
    <author>K. Hariri</author>
    <author>J. Harnisch</author>
    <author>S. Keßler</author>
    <author>T. Mayer</author>
    <author>J. Meier</author>
    <author>Jürgen Mietz</author>
    <author>K. Reichling</author>
    <author>C. Sodeikat</author>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Monitoring</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Corrosion</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Reinforcement</value>
    </subject>
    <collection role="ddc" number="624">Ingenieurbau</collection>
    <collection role="literaturgattung" number="">Verlagsliteratur</collection>
    <collection role="fulltextaccess" number="">Datei im Netzwerk der BAM verfügbar ("Closed Access")</collection>
  </doc>
  <doc>
    <id>45235</id>
    <completedYear/>
    <publishedYear>2018</publishedYear>
    <thesisYearAccepted/>
    <language>deu</language>
    <pageFirst>1</pageFirst>
    <pageLast>58</pageLast>
    <pageNumber/>
    <edition/>
    <issue/>
    <volume/>
    <type>handbook</type>
    <publisherName>DGZfP</publisherName>
    <publisherPlace>Berlin</publisherPlace>
    <creatingCorporation>DGZfP</creatingCorporation>
    <contributingCorporation/>
    <belongsToBibliography>0</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="deu">Merkblatt B 12 Korrosionsmonitoring bei Stahl- und Spannbetonbauwerken</title>
    <abstract language="deu">Das Merkblatt B12 enthält alle gängigen und etablierten Monitoringverfahren für das Korrosionsmonitoring an Stahlbetonbauwerken.</abstract>
    <identifier type="isbn">978-3-940283-93-1</identifier>
    <author>U. Angst</author>
    <author>M. Brem</author>
    <author>C. Dauberschmidt</author>
    <author>Gino Ebell</author>
    <author>T. Eichler</author>
    <author>K. Hariri</author>
    <author>J. Harnisch</author>
    <author>S. Keßler</author>
    <author>M. Kosalla</author>
    <author>T. F. Mayer</author>
    <author>Jürgen Mietz</author>
    <author>F. Pruckner</author>
    <author>C. Sodeikat</author>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Korrosion</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Monitoring</value>
    </subject>
    <collection role="ddc" number="624">Ingenieurbau</collection>
    <collection role="literaturgattung" number="">Verlagsliteratur</collection>
    <collection role="fulltextaccess" number="">Datei im Netzwerk der BAM verfügbar ("Closed Access")</collection>
  </doc>
  <doc>
    <id>53091</id>
    <completedYear/>
    <publishedYear>2021</publishedYear>
    <thesisYearAccepted/>
    <language>deu</language>
    <pageFirst>1</pageFirst>
    <pageLast>22</pageLast>
    <pageNumber/>
    <edition/>
    <issue/>
    <volume>Merkblatt B 03</volume>
    <type>other</type>
    <publisherName>Deutsche Gesellschaft für Zerstörungsfreie Prüfung (DGZfP)</publisherName>
    <publisherPlace>Berlin</publisherPlace>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>0</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="deu">Elektrochmische Potentialmessung zur Detektion von Bewehrungsstahlkorrosion</title>
    <abstract language="deu">Die Potentialmessung kann zum Auffinden korrosionsaktiver Bereiche neben Stahlbetonbauwerken auch bei Spannbetonbauwerken angewandt werden, die mit Spannstählen im direkten Verbund hergestellt werden. Bei Vorspannsystemen mit metallischen Hüllrohren im nachträglichen Verbund ist eine Aussage über den Korrosionszustand des Hüllrohrs, nicht aber des Spannstahls möglich. Messungen an Spannbetonbauteilen erfordern grundsätzlich die besonderen Kenntnisse eines Spezialisten.</abstract>
    <parentTitle language="deu">DGZfP-Merkblätter</parentTitle>
    <identifier type="isbn">978-3-947971-16-9</identifier>
    <enrichment key="opus.source">publish</enrichment>
    <author>Gino Ebell</author>
    <author>R. Achenbach</author>
    <author>U. Angst</author>
    <author>M. Brem</author>
    <author>C. Dauberschmidt</author>
    <author>T. Eichler</author>
    <author>K. Hariri</author>
    <author>J. Harnisch</author>
    <author>S. Keßler</author>
    <author>T.F. Mayer</author>
    <author>Jürgen Mietz</author>
    <author>F. Pruckner</author>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Korrosion</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Potentialfeldmessung</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Corrosion</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Concrete</value>
    </subject>
    <collection role="ddc" number="624">Ingenieurbau</collection>
    <collection role="institutes" number="">7 Bauwerkssicherheit</collection>
    <collection role="themenfelder" number="">Infrastruktur</collection>
    <collection role="institutes" number="">7.6 Korrosion und Korrosionsschutz</collection>
    <collection role="fulltextaccess" number="">Datei im Netzwerk der BAM verfügbar ("Closed Access")</collection>
    <collection role="literaturgattung" number="">Graue Literatur</collection>
  </doc>
  <doc>
    <id>53092</id>
    <completedYear/>
    <publishedYear>2021</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst>1</pageFirst>
    <pageLast>55</pageLast>
    <pageNumber/>
    <edition/>
    <issue/>
    <volume/>
    <type>handbook</type>
    <publisherName>DGZfP</publisherName>
    <publisherPlace>Berlin</publisherPlace>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>0</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">Specification B 12 - Corrosion monitoring in reinforced and prestressed concrete structures</title>
    <abstract language="eng">This specification describes how corrosion monitoring is used to check the condition of reinforced and prestressed concrete members. In this specification, the term "corrosion monitoring" covers all methods in which it is possible to continuously track corrosion-relevant variables in the area of stationary, built-in sensors. This specification does not cover other possible methods, such as potential field measurements, involving the use of mobile, portable sensors that are placed temporarily on the membersurface to take measurements.</abstract>
    <identifier type="isbn">978-3-947971-14-5</identifier>
    <enrichment key="opus.source">publish</enrichment>
    <enrichment key="opus.doi.autoCreate">false</enrichment>
    <enrichment key="opus.urn.autoCreate">true</enrichment>
    <author>Gino Ebell</author>
    <author>R. Achenbach</author>
    <author>U. Angst</author>
    <author>C. Dauberschmidt</author>
    <author>T. Eichler</author>
    <author>K. Hariri</author>
    <author>J. Harnisch</author>
    <author>S. Keßler</author>
    <author>M. Kosalla</author>
    <author>T.F. Mayer</author>
    <author>Jürgen Mietz</author>
    <author>F. Pruckner</author>
    <author>C. Sodeikat</author>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Korrosion</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Corrosion</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Monitoring</value>
    </subject>
    <collection role="ddc" number="624">Ingenieurbau</collection>
    <collection role="institutes" number="">7 Bauwerkssicherheit</collection>
    <collection role="themenfelder" number="">Infrastruktur</collection>
    <collection role="institutes" number="">7.6 Korrosion und Korrosionsschutz</collection>
    <collection role="literaturgattung" number="">Verlagsliteratur</collection>
    <collection role="fulltextaccess" number="">Datei im Netzwerk der BAM verfügbar ("Closed Access")</collection>
  </doc>
</export-example>
