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    <id>62295</id>
    <completedYear/>
    <publishedYear>2024</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst>1</pageFirst>
    <pageLast>25</pageLast>
    <pageNumber/>
    <edition/>
    <issue/>
    <volume/>
    <type>article</type>
    <publisherName>Wiley-VCH</publisherName>
    <publisherPlace>Weinheim</publisherPlace>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>1</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">Concepts for a Semantically Accessible Materials Data Space: Overview over Specific Implementations in Materials Science</title>
    <abstract language="eng">This article describes advancements in the ongoing digital transformation in materials science and engineering. It is driven by domain‐specific successes and the development of specialized digital data spaces. There is an evident and increasing need for standardization across various subdomains to support science data exchange across entities. The MaterialDigital Initiative, funded by the German Federal Ministry of Education and Research, takes on a key role in this context, fostering collaborative efforts to establish a unified materials data space. The implementation of digital workflows and Semantic Web technologies, such as ontologies and knowledge graphs, facilitates the semantic integration of heterogeneous data and tools at multiple scales. Central to this effort is the prototyping of a knowledge graph that employs application ontologies tailored to specific data domains, thereby enhancing semantic interoperability. The collaborative approach of the Initiative's community provides significant support infrastructure for understanding and implementing standardized data structures, enhancing the efficiency of data‐driven processes in materials development and discovery. Insights and methodologies developed via the MaterialDigital Initiative emphasize the transformative potential of ontology‐based approaches in materials science, paving the way toward simplified integration into a unified, consolidated data space of high value.</abstract>
    <parentTitle language="eng">Advanced Engineering Materials</parentTitle>
    <identifier type="doi">10.1002/adem.202401092</identifier>
    <identifier type="issn">1527-2648</identifier>
    <identifier type="urn">urn:nbn:de:kobv:b43-622952</identifier>
    <enrichment key="opus_doi_flag">true</enrichment>
    <enrichment key="local_crossrefDocumentType">journal-article</enrichment>
    <enrichment key="opus.source">publish</enrichment>
    <enrichment key="date_peer_review">06.01.2025</enrichment>
    <licence>Creative Commons - CC BY - Namensnennung 4.0 International</licence>
    <author>Bernd Bayerlein</author>
    <author>Jörg Waitelonis</author>
    <author>Henk Birkholz</author>
    <author>Matthias Jung</author>
    <author>Markus Schilling</author>
    <author>Philipp v. Hartrott</author>
    <author>Marian Bruns</author>
    <author>Jörg Schaarschmidt</author>
    <author>Kristian Beilke</author>
    <author>Marcel Mutz</author>
    <author>Vincent Nebel</author>
    <author>Veit Königer</author>
    <author>Lisa Beran</author>
    <author>Tobias Kraus</author>
    <author>Akhilesh Vyas</author>
    <author>Lars Vogt</author>
    <author>Moritz Blum</author>
    <author>Basil Ell</author>
    <author>Ya‐Fan Chen</author>
    <author>Tina Waurischk</author>
    <author>Akhil Thomas</author>
    <author>Ali Riza Durmaz</author>
    <author>Sahar Ben Hassine</author>
    <author>Carina Fresemann</author>
    <author>Gordian Dziwis</author>
    <author>Hossein Beygi Nasrabadi</author>
    <author>Thomas Hanke</author>
    <author>Melissa Telong</author>
    <author>Stephan Pirskawetz</author>
    <author>Mohamed Kamal</author>
    <author>Thomas Bjarsch</author>
    <author>Ursula Pähler</author>
    <author>Peter Hofmann</author>
    <author>Mena Leemhuis</author>
    <author>Özgür L. Özçep</author>
    <author>Lars‐Peter Meyer</author>
    <author>Birgit Skrotzki</author>
    <author>Jörg Neugebauer</author>
    <author>Wolfgang Wenzel</author>
    <author>Harald Sack</author>
    <author>Chris Eberl</author>
    <author>Pedro Dolabella Portella</author>
    <author>Tilmann Hickel</author>
    <author>Lutz Mädler</author>
    <author>Peter Gumbsch</author>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Semantic Interoperability</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Data Spaces</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Integration Workflows</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>MaterialDigital</value>
    </subject>
    <collection role="ddc" number="620">Ingenieurwissenschaften und zugeordnete Tätigkeiten</collection>
    <collection role="institutes" number="">5 Werkstofftechnik</collection>
    <collection role="institutes" number="">5.2 Metallische Hochtemperaturwerkstoffe</collection>
    <collection role="institutes" number="">5.6 Glas</collection>
    <collection role="institutes" number="">6 Materialchemie</collection>
    <collection role="institutes" number="">6.4 Materialinformatik</collection>
    <collection role="institutes" number="">7 Bauwerkssicherheit</collection>
    <collection role="institutes" number="">7.1 Baustoffe</collection>
    <collection role="themenfelder" number="">Umwelt</collection>
    <collection role="themenfelder" number="">Circular Economy</collection>
    <collection role="themenfelder" number="">Material</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>
    <collection role="themenfelder" number="">Materialdesign</collection>
    <thesisPublisher>Bundesanstalt für Materialforschung und -prüfung (BAM)</thesisPublisher>
    <file>https://opus4.kobv.de/opus4-bam/files/62295/Adv Eng Mater - 2024 - Bayerlein.pdf</file>
  </doc>
  <doc>
    <id>52476</id>
    <completedYear/>
    <publishedYear>2021</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst>Article 102</pageFirst>
    <pageLast/>
    <pageNumber/>
    <edition/>
    <issue>3</issue>
    <volume>54</volume>
    <type>article</type>
    <publisherName>Springer</publisherName>
    <publisherPlace/>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>1</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">The load-bearing behaviour of a reinforced concrete beam investigated by optical measuring techniques</title>
    <abstract language="eng">Bending beams and slabs are typical examples for structural elements used for reinforced concrete structures such as bridge girders, T-beams and bridge decks. Their strength related failure modes at maximum loading can be divided into bending and shear failure. The failure of beams loaded in bending can occur with or without indication. Therefore, conventional design concepts aim on failure modes with sufficient indication (e.g. large deflections or cracks), as it occurs in the case of secondary flexural compression failure. These indicating factors can also be used for Structural Health Monitoring (SHM) of civil infrastructure systems (e.g. bridges) to identify structural changes. In this context, non-destructive testing (NDT) methods offer different techniques for measuring deflections or crack formation and opening. However, profound knowledge on the determining failure modes of bending beams and their detection by NDT methods is required for the reliable application of SHM. Different NDT methods have been used in this study for analysing the load-bearing behaviour of a reinforced concrete beam in bending. The different measuring techniques are briefly described and their applicability is discussed by means of experimental results. For this purpose, the load-bearing behaviour of a reinforced concrete beam having a span of 2.75 m was investigated in a four-point bending flexural test at laboratory scale. The focus is on the characterization of determining failure modes by optical NDT and the comparison with classical measuring techniques (e.g. deformation measurements by displacement transducers). The bending beam was equipped with two single-mode (SM) sensor fibres. One fibre served as Distributed Optical Fibre Sensor (DOFS), whereas the other fibre contained Fibre Bragg Grating (FBG) sensors. In addition, optical deformation measurements using Digital Image Correlation (DIC) and Stereophotogrammetry (SP) were conducted.</abstract>
    <parentTitle language="eng">Materials and Structures</parentTitle>
    <identifier type="doi">10.1617/s11527-021-01699-6</identifier>
    <identifier type="urn">urn:nbn:de:kobv:b43-524762</identifier>
    <enrichment key="opus.source">publish</enrichment>
    <enrichment key="date_peer_review">20.05.2021</enrichment>
    <licence>Creative Commons - CC BY - Namensnennung 4.0 International</licence>
    <author>Götz Hüsken</author>
    <author>Stephan Pirskawetz</author>
    <author>Detlef Hofmann</author>
    <author>Frank Basedau</author>
    <author>Klaus-Peter Gründer</author>
    <author>Daniel Kadoke</author>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Concrete beam</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Bending</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Digital image correlation</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Stereophotogrammetry</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Distributed fibre optic sensor</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Fibre bragg grating</value>
    </subject>
    <collection role="ddc" number="624">Ingenieurbau</collection>
    <collection role="institutes" number="">7 Bauwerkssicherheit</collection>
    <collection role="institutes" number="">7.1 Baustoffe</collection>
    <collection role="institutes" number="">7.4 Baustofftechnologie</collection>
    <collection role="institutes" number="">8 Zerstörungsfreie Prüfung</collection>
    <collection role="institutes" number="">8.1 Sensorik, mess- und prüftechnische Verfahren</collection>
    <collection role="institutes" number="">8.6 Faseroptische Sensorik</collection>
    <collection role="themenfelder" number="">Infrastruktur</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/52476/Huesken et al. - The load-bearing behaviour.pdf</file>
  </doc>
  <doc>
    <id>65473</id>
    <completedYear/>
    <publishedYear>2026</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst>1</pageFirst>
    <pageLast>27</pageLast>
    <pageNumber/>
    <edition/>
    <issue/>
    <volume/>
    <type>article</type>
    <publisherName>John Wiley &amp; Sons Ltd.</publisherName>
    <publisherPlace/>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>1</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">Finalisation of the European Approach to Assess the Fire Performance of Facades—Brief Information on the Outcome of the Project</title>
    <abstract language="eng">This research was conducted within the framework of project SI2.825082, funded by the European Commission—DG GROW. The project's objective was to finalise a European approach for assessing the fire performance of façades under medium and large fire exposure conditions. The national standards BS 8414‐1:2020/BS 8414‐2:2020 and DIN 4102‐20:2017 served as the foundation for developing the new assessment method. As part of the project, a theoretical round robin, initial testing activities and a large‐scale experimental round robin were carried out. The theoretical round robin aimed to examine how different laboratories interpreted the preliminary assessment method. Subsequently, the initial testing phase explored the design of the fire source, combustion chamber and secondary opening. The experimental round robin involved testing four façade systems across three laboratories using the assessment method documents, resulting in 12 tests for medium‐scale and 12 for large‐scale exposure—24 tests in total. These tests provided data to develop a calibration scheme and define appropriate performance criteria for classification. In this paper, the representatives of the project consortium summarise the research process and outline the proposed testing and evaluation methodology, which is intended to form the foundation of a future European testing standard for façades. The article also highlights the need for further research to establish rules for extended application of test results.</abstract>
    <parentTitle language="eng">Fire and Materials</parentTitle>
    <identifier type="issn">0308-0501</identifier>
    <identifier type="doi">10.1002/fam.70042</identifier>
    <identifier type="urn">urn:nbn:de:kobv:b43-654731</identifier>
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The project's objective was to finalise a European approach for assessing the fire performance of fa\u00e7ades under medium and large fire exposure conditions. The national standards BS 8414\u20101:2020\/BS 8414\u20102:2020 and DIN 4102\u201020:2017 served as the foundation for developing the new assessment method. As part of the project, a theoretical round robin, initial testing activities and a large\u2010scale experimental round robin were carried out. The theoretical round robin aimed to examine how different laboratories interpreted the preliminary assessment method. Subsequently, the initial testing phase explored the design of the fire source, combustion chamber and secondary opening. The experimental round robin involved testing four fa\u00e7ade systems across three laboratories using the assessment method documents, resulting in 12 tests for medium\u2010scale and 12 for large\u2010scale exposure\u201424 tests in total. 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    <author>Péter Tóth</author>
    <author>Anja Hofmann‐Böllinghaus</author>
    <author>Fabien Dumont</author>
    <author>Johan Anderson</author>
    <author>Johan Sjöström</author>
    <author>Mikael Bergius</author>
    <author>Roman Chiva</author>
    <author>Octavian Lalu</author>
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