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  <doc>
    <id>50334</id>
    <completedYear/>
    <publishedYear>2020</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst>102951</pageFirst>
    <pageLast/>
    <pageNumber/>
    <edition/>
    <issue/>
    <volume>112</volume>
    <type>article</type>
    <publisherName>Elsevier Ltd.</publisherName>
    <publisherPlace/>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>1</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">Beyond the standard time-temperature curve: Assessment of intumescent coatings under standard and deviant temperature curves</title>
    <abstract language="eng">Nowadays there are intumescent coatings available for diverse applications. There is no established assessment of their protection performance besides the standard time-temperature curve, but natural fire scenarios often play an important role. A reliable straightforward performance-based assessment is presented. The effective thermal conductivity per thickness is calculated based on intermediate-scale fire tests. The optimum thermal insulation, the time to reach it, and the time until contingent failure of the coating are used for an assessment independent of the heating curve. The procedure was conducted on four different commercially intumescent coatings for steel construction, one solvent-based, one waterborne, one epoxy-based, and a bandage impregnated with a waterborne coating. The performance was studied under four different but similar shaped heating curves with different maximum temperatures (standard time-temperature curve, hydrocarbon curve and two self-designed curves with reduced temperature). The thermal protection performance is crucially affected by the residue morphology. Therefore, a comprehensive morphology analysis, including micro-computed tomography and scanning electron microscopy, was conducted on small-scale residues (7.5 x 7.5 cm2). Two different types of inner structures and the residue surface after different heat exposures were discussed in terms of their influence on thermal protection performance.</abstract>
    <parentTitle language="eng">Fire Safety Journal</parentTitle>
    <identifier type="issn">0379-7112</identifier>
    <identifier type="doi">10.1016/j.firesaf.2020.102951</identifier>
    <enrichment key="date_peer_review">07.05.2020</enrichment>
    <author>Michael Morys</author>
    <author>Dustin Häßler</author>
    <author>Simone Krüger</author>
    <author>Bernhard Schartel</author>
    <author>Sascha Hothan</author>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Intumescence</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Coating</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Computed tomography</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Small scale</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Heating curves</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Residue morphology</value>
    </subject>
    <collection role="ddc" number="624">Ingenieurbau</collection>
    <collection role="institutes" number="">7 Bauwerkssicherheit</collection>
    <collection role="institutes" number="">7.3 Brandingenieurwesen</collection>
    <collection role="institutes" number="">7.5 Technische Eigenschaften von Polymerwerkstoffen</collection>
    <collection role="themenfelder" number="">Infrastruktur</collection>
    <collection role="themenfelder" number="">Fire Science</collection>
    <collection role="literaturgattung" number="">Verlagsliteratur</collection>
    <collection role="fulltextaccess" number="">Datei im Netzwerk der BAM verfügbar ("Closed Access")</collection>
  </doc>
  <doc>
    <id>50766</id>
    <completedYear/>
    <publishedYear>2020</publishedYear>
    <thesisYearAccepted/>
    <language>deu</language>
    <pageFirst>i</pageFirst>
    <pageLast>206</pageLast>
    <pageNumber/>
    <edition/>
    <issue/>
    <volume>167</volume>
    <type>doctoralthesis</type>
    <publisherName>Bundesanstalt für Materailforschung und -prüfung (BAM)</publisherName>
    <publisherPlace>Berlin</publisherPlace>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>0</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>2018-09-27</thesisDateAccepted>
    <title language="deu">Kontinuumsmechanische Werkstoffmodelle zur numerischen Simulation von Stahlbauteilen im Brandfall</title>
    <abstract language="deu">Das nichtlineare und geschwindigkeitsabhängige Materialverhalten von Stahl wird besonders bei hohen Temperaturen sichtbar. Für Finite-Elemente-Simulationen von Stahlkonstruktionen im Brandfall sollte aus diesem Grund plastisches und geschwindigkeitsabhängiges Materialverhalten beschrieben werden. Die vorliegende Arbeit betrachtet unter diesem Aspekt bisherige Materialuntersuchungen und macht Vorschläge für dreidimensionale Materialmodelle mit entsprechenden Eigenschaften.&#13;
&#13;
Es werden zunächst die phänomenologischen Eigenschaften von Baustahl anhand einer Literaturrecherche analysiert, wobei verstärkt auf Untersuchungen des Materialverhaltens bei Belastungen und Aufheizprozessen, wie sie im Brandfall zu erwarten sind, geachtet wird. Die für die Bemessung von Stahlkonstruktionen gebräuchliche Spannungsbeschreibung des EC 3-1-2 wird untersucht. Es werden ihre Stärken, aber auch die zur Entwicklung einer kontinuumsmechanischen Materialformulierung fehlenden Eigenschaften, aufgezeigt.&#13;
&#13;
Ein nichtlinear-elastisches kontinuumsmechanisches Materialmodell der Deformationstheorie der Plastizität wird so angepasst, dass es die Spannungs-Dehnungslinien gemäß EC 3-1-2 im einachsigen Spannungszustand beschreibt.&#13;
&#13;
Es wird des Weiteren ein thermoelastisch-viskoplastisches Modell vorgestellt, das in der Lage ist, Kriechen und Relaxation bei Aufheiz- und Abkühlprozessen zu beschreiben. Die Struktur dieses Materialmodells wird so gewählt, dass die Parameter an hierfür geeigneten Messergebnissen leicht identifiziert werden können. Der deviatorische Anteil des Modells besteht aus einem geschwindigkeitsunabhängigen, plastischen Anteil und einem geschwindigkeitsabhängigen, viskoelastischen Anteil. Der geschwindigkeitsunabhängige, plastische Anteil wurde als Differentialgleichung auf Grundlage der so genannten endochronen Plastizitätstheorie formuliert.&#13;
&#13;
Die Parameter der Materialmodelle werden auf Grundlage der Messergebnisse stationärer Warmzugversuche an Baustahlproben identifiziert.&#13;
&#13;
Sowohl das nichtlinear-elastische EC 3-1-2-Materialmodell als auch das thermoelastisch-viskoplastische Materialmodell mit den an Baustahl angepassten Materialparametern wird numerisch für die Verwendung mit Finite-Elemente-Programmen aufbereitet und als UMAT-Subroutine für ABAQUS in der Programmiersprache FORTRAN implementiert. Hierbei wird insbesondere auf die Bereitstellung der konsistenten Tangentenoperatoren Wert gelegt, um eine effiziente numerische Berechnung bei Verwendung der Materialmodelle zu ermöglichen.&#13;
&#13;
Abschließend werden erste Simulationsrechnungen vorgestellt, um beispielhaft die Möglichkeiten der Anwendung der entwickelten und implementierten Materialmodelle für Simulationen von Stahlkonstruktionen im Brandfall aufzuzeigen.</abstract>
    <abstract language="eng">The non-linear and rate-dependent material behaviour of steel becomes particularly visible at high temperatures. For finite-element-simulations of steel structures in the event of fire, plastic and rate- dependent material behaviour should therefore be described. With this in mind, this thesis looks at previous material investigations and makes suggestions for three-dimensional material models with the corresponding properties.&#13;
&#13;
The phenomenological properties of structural steel are analysed on the basis of a literature study, whereby increased attention is paid to the material behaviour under loads and heating processes, as can be expected in the event of fire. The stress-strain-relation of the EC 3-1-2 used for the design of steel structures is examined. The advantages of this description, but also the missing properties for the development of a continuum-mechanical material formulation, are shown.&#13;
&#13;
A non-linear-elastic continuum mechanical material model of the deformation theory of plasticity is adapted in such a way that it describes the stress-strain curves according to EC 3-1-2 in the state of uniaxial stress.&#13;
&#13;
Furthermore, a thermoelastic-viscoplastic model is presented which is able to describe creep and relaxation during heating and cooling processes. The structure of this material model is chosen in such a way that the parameters can be easily identified using certain measurement results. The deviatoric part of the model consists of a rate-independent, plastic part and a rate-dependent, vis- coelastic part. The rate-independent, plastic part was formulated as a differential equation based on the endochronic theory of plasticity.&#13;
&#13;
The parameters of this material model are identified on the basis of the measurement results of stationary hot tensile tests on structural steel specimens.&#13;
&#13;
Both the non-linear-elastic EC 3-1-2 material model and the thermoelastic-viscoplastic material model with the material parameters adapted to mild steel are prepared numerically for use with finite- element-programs and implemented as UMAT-subroutines for ABAQUS in the FORTRAN code. Particular emphasis is placed on the provision of consistent tangent operators to enable efficient numerical calculation when using the material models.&#13;
&#13;
Finally, first finite-element-simulations are presented in order to show the possibilities of the developed and implemented material models for simulations of steel constructions in case of fire.</abstract>
    <parentTitle language="deu">BAM-Dissertationsreihe</parentTitle>
    <identifier type="issn">1613-4249</identifier>
    <identifier type="urn">urn:nbn:de:kobv:b43-507662</identifier>
    <licence>Creative Commons - CC BY-NC-ND - Namensnennung - Nicht kommerziell - Keine Bearbeitungen 4.0 International</licence>
    <author>Sebastian Hauswaldt</author>
    <series>
      <title>BAM Dissertationsreihe</title>
      <number>167</number>
    </series>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Brandschutz</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Stahl</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Brandverhalten</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Finite-Elemente-Methode</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Materialmodell</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Eurocode 3-1-2</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>UMAT</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Fire prevention</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Steel</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Fire behaviour</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Finite element method</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Material model</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Eurocode 3-1-2</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>UMAT</value>
    </subject>
    <collection role="ddc" number="624">Ingenieurbau</collection>
    <collection role="institutes" number="">7 Bauwerkssicherheit</collection>
    <collection role="institutes" number="">7.3 Brandingenieurwesen</collection>
    <collection role="themenfelder" number="">Infrastruktur</collection>
    <collection role="themenfelder" number="">Fire Science</collection>
    <collection role="literaturgattung" number="">Eigenverlag BAM</collection>
    <collection role="fulltextaccess" number="">Datei für die Öffentlichkeit verfügbar ("Open Access")</collection>
    <thesisPublisher>Bundesanstalt für Materialforschung und -prüfung (BAM)</thesisPublisher>
    <thesisGrantor>Gottfried Wilhelm Leibniz Universität Hannover</thesisGrantor>
    <file>https://opus4.kobv.de/opus4-bam/files/50766/Endfassg_INTERNET_Diss_167_Sebastian_Hauswaldt.pdf</file>
  </doc>
  <doc>
    <id>51242</id>
    <completedYear/>
    <publishedYear>2020</publishedYear>
    <thesisYearAccepted/>
    <language>deu</language>
    <pageFirst>794</pageFirst>
    <pageLast>800</pageLast>
    <pageNumber/>
    <edition/>
    <issue>9</issue>
    <volume>89</volume>
    <type>article</type>
    <publisherName>Ernst &amp; Sohn Verlag</publisherName>
    <publisherPlace>Berlin</publisherPlace>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>1</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="deu">Reaktive Brandschutzsysteme auf Stahlbauteilen mit doppelt gekrümmter Oberfläche</title>
    <abstract language="deu">Reaktive Brandschutzsysteme können die Feuerwiderstandsdauer von Stahlbauteilen signifikant erhöhen. Im Brandfall schäumt das reaktive Brandschutzsystem auf und bildet um das Stahlbauteil eine thermische Schutzschicht aus. Dadurch wird die Erwärmung des Stahls verlangsamt und der temperaturbedingte Festigkeitsverlust verzögert. Reaktive Brandschutzsysteme werden überwiegend in drei Bereichen angewendet: Hochbau, Offshore bzw. maritimer Sektor sowie Tank- bzw. Behälterbau. Insbesondere bei Stahltanks und -behältern sind häufig einfach oder auch doppelt gekrümmte Bauteiloberflächen anzutreffen. Aufgrund des meist begrenzten seitlichen Expansionsvermögens von reaktiven Brandschutzsystemen kann es bei Bauteilen mit konvexer Oberflächenkrümmung zu einer Intensivierung der Rissbildung im Schaum kommen, wodurch sich häufig die thermische Schutzwirkung verschlechtert. Da zum Thema des Einflusses der Oberflächenkrümmung auf die Leistungsfähigkeit reaktiver Brandschutzsysteme bisher kaum Untersuchungen vorliegen, wurden exemplarisch zwei Tankböden mit zwei verschiedenen Trockenschichtdicken eines reaktiven Brandschutzsystems einer Brandprüfung unterzogen. Bei gleicher Trockenschichtdicke des reaktiven Brandschutzsystems zeigten die Tankböden eine wesentlich schnellere Erwärmung als ebene Stahlplatten mit vergleichbarem Profilfaktor. Die Brandprüfungen und die Ergebnisse zum Einfluss der Oberflächenkrümmung werden im Beitrag ausführlich vorgestellt und diskutiert.</abstract>
    <parentTitle language="deu">Stahlbau</parentTitle>
    <identifier type="doi">10.1002/stab.201900095</identifier>
    <enrichment key="date_peer_review">05.10.2020</enrichment>
    <author>Dustin Häßler</author>
    <author>M. Häßler</author>
    <author>Sascha Hothan</author>
    <author>Simone Krüger</author>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Brandschutz</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Stahl</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Reaktive Brandschutzsysteme</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Behälter</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Intumeszierende Beschichtung</value>
    </subject>
    <collection role="ddc" number="624">Ingenieurbau</collection>
    <collection role="institutes" number="">7 Bauwerkssicherheit</collection>
    <collection role="institutes" number="">7.3 Brandingenieurwesen</collection>
    <collection role="institutes" number="">7.5 Technische Eigenschaften von Polymerwerkstoffen</collection>
    <collection role="themenfelder" number="">Infrastruktur</collection>
    <collection role="themenfelder" number="">Fire Science</collection>
    <collection role="literaturgattung" number="">Verlagsliteratur</collection>
    <collection role="fulltextaccess" number="">Datei im Netzwerk der BAM verfügbar ("Closed Access")</collection>
  </doc>
  <doc>
    <id>51426</id>
    <completedYear/>
    <publishedYear>2020</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst>2i-0104-1</pageFirst>
    <pageLast>2i-0104-12</pageLast>
    <pageNumber/>
    <edition/>
    <issue/>
    <volume/>
    <type>conferenceobject</type>
    <publisherName/>
    <publisherPlace/>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>0</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">Experimental study of braced steel frames subjected to fire after earthquake</title>
    <abstract language="eng">The EQUFIRE project aims to study the post-earthquake fire Performance of steel frame structures and is part of the Transnational Access activities of the SERA project (www.sera-eu.org) at the ELSA Reaction Wall of the European Commission - Joint Research Centre. As it has happened in many historical occasions, after an earthquake, earthquakeinduced rupture of gas piping, failure of electrical systems, etc. may trigger fire. The structural fire performance can deteriorate because the fire acts on a previously damaged structure. In addition, the earthquake may have damaged fire protection elements and the fire can spread more rapidly if compartmentation walls have failed. This is particularly relevant for steel structures as the high thermal conductivity of elements with small thickness entails quick temperature rise with consequent fast loss of strength and stiffness.&#13;
&#13;
EQUFIRE studied a four-storey three-bay steel frame with concentric bracings in the central bay. The structure was designed for reference peak ground acceleration equal to 0.186g, soil type B and type 1 elastic response spectrum according to Eurocode 8. Tests were performed at the ELSA Reaction Wall and at the furnace of the Federal Institute for Materials Research and Testing (BAM).&#13;
The experimental activities at the ELSA Reaction Wall comprise pseudo-dynamic tests on a full-scale specimen of the first storey of the building, while the upper three storeys are numerically simulated. The aim is to study the response of the structure and fire protection elements, including their interaction, under the design earthquake and for different configurations: bare frame without fire protection, specimen with three fire protection solutions (conventional and seismic-resistant boards, and vermiculite sprayed coating) applied on the bracing and one column, and with conventional and seismic-resistant fire barrier walls built in the two external bays of the specimen. The testing programme at BAM included fire tests of five columns (two specimens without fire protection elements and three specimens with the types of fire protection mentioned above). Before the fire test, each column was subjected to a horizontal and vertical displacement history resulting from the seismic action. During the fire tests, the effect of the surrounding structure was simulated by limiting the axial thermal expansion.&#13;
The experimental results will serve to study the response of structural and non-structural components to fire following earthquake scenarios, with a view to improving existing design guidelines and future standards.</abstract>
    <enrichment key="eventName">The 17th World Conference on Earthquake Engineering - 17WCEE</enrichment>
    <enrichment key="eventPlace">Meeting was canceled</enrichment>
    <enrichment key="eventStart">13.09.2020</enrichment>
    <enrichment key="eventEnd">18.09.2020</enrichment>
    <author>M. L. Tornaghi</author>
    <author>G. Tsionis</author>
    <author>P. Pegon</author>
    <author>J. Molina</author>
    <author>M. Peroni</author>
    <author>Manfred Korzen</author>
    <author>N. Tondini</author>
    <author>P. Covi</author>
    <author>G. Abbiati</author>
    <author>M. Antonelli</author>
    <author>B. Gilardi</author>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Fire following earthquake</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Concentrically braced steel frames</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Large-scale tests</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Pseudo-dynamic testing</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Substructuring</value>
    </subject>
    <collection role="ddc" number="620">Ingenieurwissenschaften und zugeordnete Tätigkeiten</collection>
    <collection role="institutes" number="">7 Bauwerkssicherheit</collection>
    <collection role="institutes" number="">7.3 Brandingenieurwesen</collection>
    <collection role="themenfelder" number="">Infrastruktur</collection>
    <collection role="themenfelder" number="">Fire Science</collection>
    <collection role="fulltextaccess" number="">Datei im Netzwerk der BAM verfügbar ("Closed Access")</collection>
    <collection role="literaturgattung" number="">Graue Literatur</collection>
  </doc>
  <doc>
    <id>52015</id>
    <completedYear/>
    <publishedYear>2021</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst>72</pageFirst>
    <pageLast>102</pageLast>
    <pageNumber/>
    <edition/>
    <issue>1</issue>
    <volume>39</volume>
    <type>article</type>
    <publisherName>SAGE</publisherName>
    <publisherPlace/>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>1</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">A chain is no stronger than its weakest link: Weathering resistance of water-based intumescent coatings for steel applications</title>
    <abstract language="eng">A systematic approach was used to investigate the weathering-induced degradation of a common water–based intumescent coating. In this study, the coatings are intended for humid indoor applications on steel substrates. The coating contains ammonium polyphosphate, pentaerythritol, melamine, and polyvinyl acetate. By replacing each ingredient with a less water-soluble substance, the most vulnerable substances, polyvinyl acetate and pentaerythritol, were identified. Furthermore, the weathering resistance of the system was improved by exchanging the ingredients. The coatings were stressed by artificial weathering tests and evaluated by fire tests. Thermogravimetry and Fourier-transform infrared spectroscopy were used to study the thermal decomposition. This study lays the foundation for the development of a new generation of water-based intumescent coatings.</abstract>
    <parentTitle language="eng">Journal of Fire Sciences</parentTitle>
    <identifier type="issn">0734-9041</identifier>
    <identifier type="issn">1530-8049</identifier>
    <identifier type="doi">10.1177/0734904120961064</identifier>
    <enrichment key="date_peer_review">20.01.2021</enrichment>
    <enrichment key="opus.doi.autoCreate">false</enrichment>
    <enrichment key="opus.urn.autoCreate">true</enrichment>
    <author>Lars-Hendrik Daus</author>
    <author>Bernhard Schartel</author>
    <author>Volker Wachtendorf</author>
    <author>R. Mangelsdorf</author>
    <author>Manfred Korzen</author>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Intumescence</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Fire resistance</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Fire protective coatings</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Weathering</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Thermogravimetric analyses</value>
    </subject>
    <collection role="ddc" number="624">Ingenieurbau</collection>
    <collection role="institutes" number="">7 Bauwerkssicherheit</collection>
    <collection role="institutes" number="">7.3 Brandingenieurwesen</collection>
    <collection role="institutes" number="">7.5 Technische Eigenschaften von Polymerwerkstoffen</collection>
    <collection role="themenfelder" number="">Infrastruktur</collection>
    <collection role="themenfelder" number="">Fire Science</collection>
    <collection role="literaturgattung" number="">Verlagsliteratur</collection>
    <collection role="fulltextaccess" number="">Datei im Netzwerk der BAM verfügbar ("Closed Access")</collection>
  </doc>
  <doc>
    <id>53509</id>
    <completedYear/>
    <publishedYear>2021</publishedYear>
    <thesisYearAccepted/>
    <language>ces</language>
    <pageFirst>10</pageFirst>
    <pageLast>12</pageLast>
    <pageNumber/>
    <edition/>
    <issue/>
    <volume/>
    <type>conferenceobject</type>
    <publisherName>Sdružení požárního a bezpečnostního inženýrství</publisherName>
    <publisherPlace>Ostrava</publisherPlace>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>0</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="ces">Nosné konstrukce z textilního betonu za zvýšené teploty</title>
    <title language="eng">Loadbearing structures made from textile reinforced concrete at elevated temperatures</title>
    <abstract language="eng">The work aims to assess the textile reinforced concrete at elevated temperatures and applications of additional fire protection as well.</abstract>
    <parentTitle language="eng">Fire Protection Conference</parentTitle>
    <identifier type="isbn">978-80-7385-247-4</identifier>
    <enrichment key="eventName">Fire Protection Conference</enrichment>
    <enrichment key="eventPlace">Ostrava, Czechia</enrichment>
    <enrichment key="eventStart">01.09.2021</enrichment>
    <enrichment key="eventEnd">02.09.2021</enrichment>
    <enrichment key="opus.source">publish</enrichment>
    <enrichment key="opus.doi.autoCreate">false</enrichment>
    <enrichment key="opus.urn.autoCreate">true</enrichment>
    <author>Richard Fürst</author>
    <author>V. Mózer</author>
    <author>M. Pokorný</author>
    <author>T. Vlach</author>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>High Performance Concrete</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Textile reinforcement</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Fire test</value>
    </subject>
    <collection role="ddc" number="624">Ingenieurbau</collection>
    <collection role="institutes" number="">7 Bauwerkssicherheit</collection>
    <collection role="institutes" number="">7.3 Brandingenieurwesen</collection>
    <collection role="themenfelder" number="">Infrastruktur</collection>
    <collection role="themenfelder" number="">Fire Science</collection>
    <collection role="fulltextaccess" number="">Datei im Netzwerk der BAM verfügbar ("Closed Access")</collection>
    <collection role="literaturgattung" number="">Graue Literatur</collection>
  </doc>
  <doc>
    <id>53510</id>
    <completedYear/>
    <publishedYear>2021</publishedYear>
    <thesisYearAccepted/>
    <language>ces</language>
    <pageFirst/>
    <pageLast/>
    <pageNumber/>
    <edition/>
    <issue/>
    <volume/>
    <type>lecture</type>
    <publisherName/>
    <publisherPlace/>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>0</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="ces">Nosné konstrukce z textilního betonu za zvýšené teploty</title>
    <title language="eng">Loadbearing structures made from textile reinforced concrete at elevated temperatures</title>
    <abstract language="eng">The work aims to assess the textile reinforced concrete at elevated temperatures and applications of additional fire protection as well.</abstract>
    <enrichment key="eventName">Fire Protection Conference</enrichment>
    <enrichment key="eventPlace">Ostrava, Czech Republic</enrichment>
    <enrichment key="eventStart">01.09.2021</enrichment>
    <enrichment key="eventEnd">02.09.2021</enrichment>
    <enrichment key="opus.source">publish</enrichment>
    <enrichment key="opus.doi.autoCreate">false</enrichment>
    <enrichment key="opus.urn.autoCreate">true</enrichment>
    <enrichment key="InvitedTalks">0</enrichment>
    <author>Richard Fürst</author>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Fire test</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>High Performance Concrete</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Textile reinforcement</value>
    </subject>
    <collection role="ddc" number="624">Ingenieurbau</collection>
    <collection role="institutes" number="">7 Bauwerkssicherheit</collection>
    <collection role="institutes" number="">7.3 Brandingenieurwesen</collection>
    <collection role="themenfelder" number="">Infrastruktur</collection>
    <collection role="themenfelder" number="">Fire Science</collection>
    <collection role="fulltextaccess" number="">Datei im Netzwerk der BAM verfügbar ("Closed Access")</collection>
    <collection role="literaturgattung" number="">Präsentation</collection>
  </doc>
  <doc>
    <id>53529</id>
    <completedYear/>
    <publishedYear>2021</publishedYear>
    <thesisYearAccepted/>
    <language>deu</language>
    <pageFirst/>
    <pageLast/>
    <pageNumber/>
    <edition/>
    <issue/>
    <volume/>
    <type>lecture</type>
    <publisherName/>
    <publisherPlace/>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>0</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="deu">Das Abplatzverhalten von Beton im Zusammenhang mit dem Maßstabseffekt</title>
    <abstract language="deu">Beton, als aktuell am meisten verwendeter Baustoff ist nicht brennbar und weist zudem eine sehr geringe Temperaturleitfähigkeit auf. Er eignet sich somit gut für den baulichen Brandschutz. Jedoch neigt Beton im Brandfall zu explosionsartigen Abplatzungen, die zu einer Reduzierung des tragfähigen Querschnitts und sogar zum Versagen des Bauteils führen können. Derzeit werden thermomechanische und thermohydraulische Schädigungsprozesse als die zwei maßgeblichen Ursachen für explosionsartige Abplatzungen angesehen. Diese Schädigungsprozesse sind unter anderem abhängig von der Prüfkörpergröße, dem Wasser-Zement-Wert, der Porosität, der Permeabilität und dem Bewehrungsgrad des Bauteils. &#13;
Im Rahmen des Vortrags werden die Forschungsarbeiten zum Maßstabseffekt des Abplatzverhaltens von Betonen bei Brandbeanspruchung präsentiert. Zu diesem Zweck wurden Betonprüfkörper aus sechs verschiedenen Betonmischungen in jeweils drei Prüfkörpergrößen einseitig, ohne Behinderung der thermischen Ausdehnung und ohne externe Last im Tunnelbrandprüfstand der BAM untersucht. Dieser unikale Prüfstand ermöglicht die Brandprüfung unterschiedlicher Prüfkörpergrößen unter vergleichbaren Brandbedingungen sowie die simultane Prüfung mehrerer kleinformatiger Betonprüfkörper. Das präsentierte, laufende Promotionsvorhaben basiert auf einem von der DFG geförderten Forschungsvorhaben und darauf aufbauenden Folgeuntersuchungen. &#13;
Die Ergebnisse des DFG-Vorhabens zeigen einen deutlichen Maßstabseffekt mit einer starken Verringerung der Abplatztiefen bei einer Reduzierung der Prüfkörpergröße. Des Weiteren ist das Abplatzverhalten stark von der Betonmischung abhängig. Vor dem Hintergrund der Ressourcenschonung und Kostenreduzierung verfolgen die auf dem DFG-Vorhaben aufbauenden Untersuchungen das Ziel, das Abplatzverhalten großformatiger Betonprüfkörper durch kleinformatige Betonprüfkörper mit angepassten Randbedingungen nachzustellen. Hierfür wurden zwei Betonmischungen des DFG-Vorhabens verwendet. Die Ergebnisse zeigen, dass durch eine Anpassung der Versuchsrandbedingungen dem Maßstabseffekt entgegengewirkt werden kann.</abstract>
    <enrichment key="eventName">7. Symposium 'Heißbemessung - Structural Fire Engineering'</enrichment>
    <enrichment key="eventPlace">Online meeting</enrichment>
    <enrichment key="eventStart">14.09.2021</enrichment>
    <enrichment key="opus.source">publish</enrichment>
    <enrichment key="opus.doi.autoCreate">false</enrichment>
    <enrichment key="opus.urn.autoCreate">true</enrichment>
    <enrichment key="InvitedTalks">0</enrichment>
    <author>Andre Klimek</author>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Maßstabseffekt</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Beton</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Abplatzen</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Brand</value>
    </subject>
    <collection role="ddc" number="624">Ingenieurbau</collection>
    <collection role="institutes" number="">7 Bauwerkssicherheit</collection>
    <collection role="institutes" number="">7.3 Brandingenieurwesen</collection>
    <collection role="themenfelder" number="">Infrastruktur</collection>
    <collection role="themenfelder" number="">Fire Science</collection>
    <collection role="fulltextaccess" number="">Datei im Netzwerk der BAM verfügbar ("Closed Access")</collection>
    <collection role="literaturgattung" number="">Präsentation</collection>
  </doc>
  <doc>
    <id>52654</id>
    <completedYear/>
    <publishedYear>2021</publishedYear>
    <thesisYearAccepted/>
    <language>deu</language>
    <pageFirst>333</pageFirst>
    <pageLast>344</pageLast>
    <pageNumber/>
    <edition/>
    <issue>5</issue>
    <volume>98</volume>
    <type>article</type>
    <publisherName>Ernst &amp; Sohn Verlag</publisherName>
    <publisherPlace>Berlin</publisherPlace>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>1</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="deu">Thermische Schutzwirkung von reaktiven Brandschutzsystemen auf kleinformatigen Stahlbauteilen mit gekrümmter Oberfläche</title>
    <title language="eng">Thermal protection effect of reactive fire protection systems on small-scale steel components with curved surfaces</title>
    <abstract language="deu">Um Stahlbauteile im Brandfall vor einer zu schnellen Erwärmung zu schützen, wird häufig auf reaktive Brandschutzsysteme (RBS) zurückgegriffen. Die Produkte eigenen sich besonders aufgrund der profilfolgenden Applikationsmöglichkeit und der vergleichsweise geringen Beschichtungsdicken. Bei einer Brandbeanspruchung schäumt das RBS auf und bildet eine thermische Schutzschicht um das Stahlprofil aus. Dadurch wird die Erwärmung des Stahls verlangsamt und der temperaturbedingte Festigkeitsverlust verzögert, wodurch sich die Feuerwiderstandsdauer des Stahlbauteils verbessert. Aus Brandversuchen ist bekannt, dass die Leistungsfähigkeit von RBS auf Stahlprofilen mit gekrümmter Oberfläche meist schlechter ausfällt als bei vergleichbaren Bauteilen mit ebener Oberfläche. Zum Einfluss der Oberflächenkrümmung auf die thermische Schutzwirkung von RBS werden in dem folgenden Beitrag sowohl theoretische Hintergründe als auch die Ergebnisse aus Brandversuchen an kleinformatigen Probekörpern vorgestellt. Die systematischen Untersuchungen zeigen, dass mit zunehmender Oberflächenkrümmung die Leistungsfähigkeit des RBS tendenziell abnimmt. Bei der Beurteilung der thermischen Schutzwirkung eines RBS sollte die Oberflächenkrümmung eines Bauteils berücksichtigt werden. Die alleinige Fokussierung auf den Profilfaktor eines Stahlprofils ist im Allgemeinen nicht ausreichend. Die Untersuchungen bilden die Grundlage für die Entwicklung von Screening-Tests zur Beurteilung der Eignung von RBS für gekrümmte Oberflächen, wodurch eine Vorauswahl von Produkten für diesen Einsatzzweck ermöglicht wird.</abstract>
    <abstract language="eng">Intumescent fire protection coatings, also referred to as reactive fire protection systems, are often used to protect steel components from heating up too quickly in the event of a fire. The products are particularly suitable due to profile-following application as well as the comparatively low coating thickness. If exposed to fire, the intumescent coating foams up and forms a thermal protective layer around the steel profile. This slows down the heating of the steel and delays the temperature-related loss of strength, which improves the fire resistance of the steel component. From fire tests it is known that the performance of intumescent coatings on steel profiles with a curved surface is usually worse than on comparable components with a flat surface. The following article presents the theoretical background as well as the results from fire tests on small-scale specimens to show the influence of surface curvature on the thermal protective effect of intumescent fire protection coatings. The systematic investigations show that with increasing surface curvature, the performance of the intumescent coating tends to decrease. When assessing the thermal protective effect of an intumescent coating, the surface curvature of a steel component should be considered. Focusing solely on the profile factor of a steel profile is generally not sufficient. The research forms the basis for the development of screening tests to assess the suitability of intumescent coatings for curved surfaces, enabling a pre-selection of products for this application.</abstract>
    <parentTitle language="deu">Bautechnik</parentTitle>
    <identifier type="issn">0932-8351</identifier>
    <identifier type="issn">1437-0999</identifier>
    <identifier type="doi">10.1002/bate.202100011</identifier>
    <enrichment key="opus.source">publish</enrichment>
    <enrichment key="date_peer_review">17.05.2021</enrichment>
    <author>Dustin Häßler</author>
    <author>Sascha Hothan</author>
    <author>M. Häßler</author>
    <author>Simone Krüger</author>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Stahl</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Brandschutz</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Reaktive Brandschutzsysteme</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Brandversuche</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Oberflächenkrümmung</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Intumeszierende Beschichtung</value>
    </subject>
    <collection role="ddc" number="624">Ingenieurbau</collection>
    <collection role="institutes" number="">7 Bauwerkssicherheit</collection>
    <collection role="institutes" number="">7.3 Brandingenieurwesen</collection>
    <collection role="institutes" number="">7.5 Technische Eigenschaften von Polymerwerkstoffen</collection>
    <collection role="themenfelder" number="">Infrastruktur</collection>
    <collection role="themenfelder" number="">Fire Science</collection>
    <collection role="literaturgattung" number="">Verlagsliteratur</collection>
    <collection role="fulltextaccess" number="">Datei im Netzwerk der BAM verfügbar ("Closed Access")</collection>
  </doc>
  <doc>
    <id>52710</id>
    <completedYear/>
    <publishedYear>2021</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst>2127</pageFirst>
    <pageLast/>
    <pageNumber/>
    <edition/>
    <issue>9</issue>
    <volume>14</volume>
    <type>article</type>
    <publisherName>MDPI</publisherName>
    <publisherPlace>Basel</publisherPlace>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>1</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">Use of Cement Suspension as an Alternative Matrix Material for Textile-Reinforced Concrete</title>
    <abstract language="eng">Textile-reinforced concrete (TRC) is a material consisting of high-performance concrete (HPC) and tensile reinforcement comprised of carbon roving with epoxy resin matrix. However, the problem of low epoxy resin resistance at higher temperatures persists. In this work, an alternative to the epoxy resin matrix, a non-combustible cement suspension (cement milk) which has proven stability at elevated temperatures, was evaluated. In the first part of the work, microscopic research was carried out to determine the distribution of particle sizes in the cement suspension. Subsequently, five series of plate samples differing in the type of cement and the method of textile reinforcement saturation were designed and prepared. Mechanical experiments (four-point bending tests) were carried out to verify the properties of each sample type. It was found that the highest efficiency of carbon roving saturation was achieved by using finer ground cement (CEM 52.5) and the pressure saturation method. Moreover, this solution also exhibited the best results in the four-point bending test. Finally, the use of CEM 52.5 in the cement matrix appears to be a feasible variant for TRC constructions that could overcome problems with its low temperature resistance.</abstract>
    <parentTitle language="eng">Materials</parentTitle>
    <identifier type="issn">1996-1944</identifier>
    <identifier type="doi">10.3390/ma14092127</identifier>
    <identifier type="urn">urn:nbn:de:kobv:b43-527100</identifier>
    <enrichment key="opus.source">publish</enrichment>
    <enrichment key="date_peer_review">31.05.2021</enrichment>
    <enrichment key="opus.doi.autoCreate">false</enrichment>
    <enrichment key="opus.urn.autoCreate">true</enrichment>
    <licence>Creative Commons - CC BY - Namensnennung 4.0 International</licence>
    <author>Richard Fürst</author>
    <author>E. Fürst</author>
    <author>T. Vlach</author>
    <author>J. Repka</author>
    <author>M. Pokorny</author>
    <author>V. Mozer</author>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Textile-reinforced concrete</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>High-performance concrete</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Carbon fibers</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Cement matrix</value>
    </subject>
    <collection role="ddc" number="624">Ingenieurbau</collection>
    <collection role="institutes" number="">7 Bauwerkssicherheit</collection>
    <collection role="institutes" number="">7.3 Brandingenieurwesen</collection>
    <collection role="themenfelder" number="">Infrastruktur</collection>
    <collection role="themenfelder" number="">Fire Science</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/52710/Use of Cement Suspension as an Alternative Matrix Material for Textile-Reinforced Concrete.pdf</file>
  </doc>
  <doc>
    <id>52712</id>
    <completedYear/>
    <publishedYear>2021</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst>1</pageFirst>
    <pageLast>22</pageLast>
    <pageNumber/>
    <edition/>
    <issue/>
    <volume/>
    <type>article</type>
    <publisherName>Springer</publisherName>
    <publisherPlace/>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>0</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">Study of Behavior of Textile-Reinforced Concrete with Epoxy Resin Matrix in Fire</title>
    <abstract language="eng">Textile-reinforced concrete is currently most frequently used for non-load–bearing structures, but there is a vision for also using it in load–bearing construction elements. In recent years, this construction material has been subjected to detailed examination. Different combinations of materials for potential use in textile-reinforced concrete have been described. These differ in the type of concrete mix and the composition of the textile reinforcement. The aim of this work is to test the application of a specific textile-reinforced concrete, consisting of high-performance concrete, textile reinforcement from carbon fibers and its epoxy resin matrix, at an elevated temperature. The combination of these materials makes it possible to produce subtle load–bearing structures with excellent mechanical properties. The critical issue is the behavior of these structures when exposed to fire. A series of medium-scale fire condition experiments were carried out with a temperature load based on the ISO 834 curve, followed up by mechanical tests. The aim of these experiments was to describe critical areas of textile-reinforced concrete in fire and to propose possible solutions. In an indicative fire experiment, experimental samples displayed massive spall of concrete layers, and interaction between materials was lost due to the low temperature resistance of the epoxy resin. Concurrently, the optimal quantity of polypropylene fibers was experimentally determined. This paper presents an experimental demonstration of the problematic aspects of textile-reinforced concrete and subsequent recommendations for future work with practical application in the design of load–bearing structures.</abstract>
    <parentTitle language="eng">Fire Technology</parentTitle>
    <identifier type="issn">1572-8099</identifier>
    <identifier type="issn">0015-2684</identifier>
    <identifier type="doi">10.1007/s10694-021-01116-y</identifier>
    <enrichment key="opus.source">publish</enrichment>
    <enrichment key="opus.doi.autoCreate">false</enrichment>
    <enrichment key="opus.urn.autoCreate">true</enrichment>
    <author>Richard Fürst</author>
    <author>T. Vlach</author>
    <author>M. Pokorny</author>
    <author>V. Mozer</author>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Textile-reinforced concrete</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>High-performance concrete</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Carbon fibers</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Epoxy resin</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Load–bearing structures</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Fire resistance</value>
    </subject>
    <collection role="ddc" number="624">Ingenieurbau</collection>
    <collection role="institutes" number="">7 Bauwerkssicherheit</collection>
    <collection role="institutes" number="">7.3 Brandingenieurwesen</collection>
    <collection role="themenfelder" number="">Infrastruktur</collection>
    <collection role="themenfelder" number="">Fire Science</collection>
    <collection role="literaturgattung" number="">Verlagsliteratur</collection>
    <collection role="fulltextaccess" number="">Datei im Netzwerk der BAM verfügbar ("Closed Access")</collection>
  </doc>
  <doc>
    <id>55250</id>
    <completedYear/>
    <publishedYear>2022</publishedYear>
    <thesisYearAccepted/>
    <language>deu</language>
    <pageFirst/>
    <pageLast/>
    <pageNumber/>
    <edition/>
    <issue/>
    <volume/>
    <type>lecture</type>
    <publisherName/>
    <publisherPlace/>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>0</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="deu">Reaktive Brandschutzsysteme</title>
    <abstract language="deu">Die Präsentation gibt einen  Überblick zum Anwendungsbereich und den -grenzen von reaktiven Brandschutzsystemen. Ferner werden Forschungsergebnisse der BAM vorgestellt.</abstract>
    <enrichment key="eventName">Stahlbau-Kalender-Tag 2022</enrichment>
    <enrichment key="eventPlace">Stuttgart, Germany</enrichment>
    <enrichment key="eventStart">24.06.2022</enrichment>
    <enrichment key="eventEnd">24.06.2022</enrichment>
    <enrichment key="opus.source">publish</enrichment>
    <enrichment key="opus.doi.autoCreate">false</enrichment>
    <enrichment key="opus.urn.autoCreate">true</enrichment>
    <enrichment key="InvitedTalks">0</enrichment>
    <author>Sascha Hothan</author>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Reaktive Brandschutzsysteme</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Feuerwiderstand</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Stahlbau</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Brandversuche</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Dauerhaftigkeit</value>
    </subject>
    <collection role="ddc" number="624">Ingenieurbau</collection>
    <collection role="institutes" number="">7 Bauwerkssicherheit</collection>
    <collection role="institutes" number="">7.3 Brandingenieurwesen</collection>
    <collection role="themenfelder" number="">Infrastruktur</collection>
    <collection role="themenfelder" number="">Fire Science</collection>
    <collection role="fulltextaccess" number="">Datei im Netzwerk der BAM verfügbar ("Closed Access")</collection>
    <collection role="literaturgattung" number="">Präsentation</collection>
  </doc>
</export-example>
