<?xml version="1.0" encoding="utf-8"?>
<export-example>
  <doc>
    <id>46789</id>
    <completedYear/>
    <publishedYear>2018</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst>06001, 1</pageFirst>
    <pageLast>9</pageLast>
    <pageNumber/>
    <edition/>
    <issue/>
    <volume>199</volume>
    <type>conferenceobject</type>
    <publisherName>MATEC Web of Conferences</publisherName>
    <publisherPlace/>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>1</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">Reliability assessment of existing bridge constructions based on results of non-destructive testing</title>
    <abstract language="eng">The non-destructive testing methods available for civil engineering (NDT-CE) enable the measurements of quantitative parameters, which realistically describe the characteristics of existing buildings. In the past, methods for quality evaluation and concepts for validation expanded into NDT-CE to improve the objectivity of measured data. Thereby, a metrological foundation was developed to collect statistically sound and structurally relevant information about the inner construction of structures without destructive interventions. More recently, the demand for recalculations of structural safety was identified. This paper summarizes a basic research study on structural analyses of bridges in combination with NDT. The aim is to use measurement data of nondestructive testing methods as stochastic quantities in static calculations. Therefore, a methodical interface between the guide to the expression of uncertainty in measurement and probabilistic approximation procedures (e.g. FORM) has been proven to be suitable. The motivation is to relate the scientific approach of the structural analysis with real information coming from existing structures and not with those found in the literature. A case study about the probabilistic bending proof of a reinforced concrete bridge with statistically verified data from ultrasonic measurements shows that the measuring results fulfil the requirements concerning precision, trueness, objectivity and reliability.</abstract>
    <parentTitle language="eng">International Conference on Concrete Repair, Rehabilitation and Retrofitting (ICCRRR 2018)</parentTitle>
    <identifier type="doi">10.1051/matecconf/201819906001</identifier>
    <identifier type="issn">2261-236X</identifier>
    <identifier type="urn">urn:nbn:de:kobv:b43-467898</identifier>
    <enrichment key="eventName">International Conference on Concrete Repair, Rehabilitation and Retrofitting (ICCRRR 2018)</enrichment>
    <enrichment key="eventPlace">Cape Town, South Africa</enrichment>
    <enrichment key="eventStart">19.11.2018</enrichment>
    <enrichment key="eventEnd">21.11.2018</enrichment>
    <enrichment key="date_peer_review">02.11.2020</enrichment>
    <licence>Creative Commons - CC BY - Namensnennung 4.0 International</licence>
    <author>Stefan Küttenbaum</author>
    <author>A. Taffe</author>
    <author>T. Braml</author>
    <author>Stefan Maack</author>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>NDT</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Concrete</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Probabilistic reassessment</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Bridge</value>
    </subject>
    <collection role="ddc" number="543">Analytische Chemie</collection>
    <collection role="ddc" number="624">Ingenieurbau</collection>
    <collection role="literaturgattung" number="">Verlagsliteratur</collection>
    <collection role="fulltextaccess" number="">Datei für die Öffentlichkeit verfügbar ("Open Access")</collection>
    <collection role="unnumberedseries" number="">Wissenschaftliche Artikel der BAM</collection>
    <thesisPublisher>Bundesanstalt für Materialforschung und -prüfung (BAM)</thesisPublisher>
    <file>https://opus4.kobv.de/opus4-bam/files/46789/KUETTENBAUM_etal_Reliability_Assessment_Existing_Bridges_non-destructive_testing_results_ICCRRR.pdf</file>
    <file>https://opus4.kobv.de/opus4-bam/files/46789/ICCRRR2018 Programme.pdf</file>
  </doc>
</export-example>
