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  <doc>
    <id>4731</id>
    <completedYear/>
    <publishedYear>2021</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst>47</pageFirst>
    <pageLast>117</pageLast>
    <pageNumber/>
    <edition/>
    <issue/>
    <volume/>
    <type>bookpart</type>
    <publisherName>Springer</publisherName>
    <publisherPlace>Cham</publisherPlace>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>0</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">Equipment and Procedure Description</title>
    <abstract language="eng">This chapter collects the description of the main creep testing procedures in fibre-reinforced concrete (FRC) as well as the equipment used by each participant laboratory in the round-robin test (RRT). The description of each procedure was directly provided by the participants and follows the same structure for each participant where institution identification and contact information was included. Each participant summarised the most significant data such as specimen’s size, load configuration, parameters or environmental conditions in a quite useful table. Moreover, the participants included description and close-up pictures of the creep frames construction, the support boundary conditions, and the measurement devices used. Finally, the participants provided a complete description of the specific complete creep test procedure followed.</abstract>
    <parentTitle language="eng">Round-Robin Test on Creep Behaviour in Cracked Sections of FRC: Experimental Program, Results and Database Analysis : State-of-the-Art Report of the RILEM TC 261-CCF</parentTitle>
    <identifier type="doi">10.1007/978-3-030-72736-9_5</identifier>
    <identifier type="isbn">978-3-030-72736-9</identifier>
    <identifier type="isbn">978-3-030-72735-2</identifier>
    <identifier type="isbn">978-3-030-72738-3</identifier>
    <identifier type="issn">2213-2031</identifier>
    <identifier type="issn">2213-204X</identifier>
    <enrichment key="opus.import.date">2022-07-06T16:27:45+00:00</enrichment>
    <enrichment key="opus.source">sword</enrichment>
    <enrichment key="opus.import.user">importuser</enrichment>
    <enrichment key="OtherSeries">RILEM State-of-the-Art Reports, vol. 34</enrichment>
    <licence>Keine Lizenz - Es gilt das deutsche Urheberrecht: § 53 UrhG</licence>
    <author>Aitor Llano-Torre</author>
    <author>Sergio H. P. Cavalaro</author>
    <author>Wolfgang Kusterle</author>
    <author>Sandro Moro</author>
    <author>Raúl L. Zerbino</author>
    <author>Ravindra Gettu</author>
    <author>Hans Pauwels</author>
    <author>Tomoya Nishiwaki</author>
    <author>Benoît Parmentier</author>
    <author>Nicola Buratti</author>
    <author>Romildo D. Toledo Filho</author>
    <author>Jean-Philippe Charron</author>
    <author>Catherine Larive</author>
    <author>William P. Boshoff</author>
    <author>E. Stefan Bernard</author>
    <author>Michael Kompatscher</author>
    <collection role="institutes" number="FakBau">Fakultät Bauingenieurwesen</collection>
    <collection role="othforschungsschwerpunkt" number="16313">Gebäude und Infrastruktur</collection>
    <collection role="institutes" number="">Labor für Baustoffe</collection>
  </doc>
  <doc>
    <id>2767</id>
    <completedYear/>
    <publishedYear>2021</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst>1</pageFirst>
    <pageLast>10</pageLast>
    <pageNumber/>
    <edition/>
    <issue/>
    <volume/>
    <type>bookpart</type>
    <publisherName>Springer International Publishing</publisherName>
    <publisherPlace>Cham</publisherPlace>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>0</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">Introduction and Background</title>
    <abstract language="eng">The absence of a standardised methodology to evaluate creep in the cracked state of fibre-reinforced concrete (FRC) hindered general comparisons and conclusions that could lead to significant advances in this topic. A coordinated effort was required to improve the knowledge on long-term behaviour of cracked FRC sections and assess the different testing methodologies available. The RILEM Technical Committee 261-CCF launched in 2015 the round-robin test (RRT) on creep behaviour in cracked sections of FRC program. This chapter includes the introduction and background to understand the realisation of this RRT. The main objectives as well as the limitations of the scope of the RRT are explained. The structure of the book is presented to provide a first overview of the book content. Finally, information about institutions involved as well as geographic distribution of RRT participants and number of specimens tested in the RRT is provided.</abstract>
    <parentTitle language="eng">Round-Robin Test on Creep Behaviour in Cracked Sections of FRC: Experimental Program, Results and Database Analysis</parentTitle>
    <identifier type="isbn">978-3-030-72735-2</identifier>
    <identifier type="doi">10.1007/978-3-030-72736-9_1</identifier>
    <enrichment key="opus.import.date">2022-02-09T06:20:59+00:00</enrichment>
    <enrichment key="opus.source">sword</enrichment>
    <enrichment key="opus.import.user">importuser</enrichment>
    <enrichment key="OtherSeries">RILEM State-of-the-Art Reports ; 34</enrichment>
    <licence>Keine Lizenz - Es gilt das deutsche Urheberrecht: § 53 UrhG</licence>
    <author>Aitor Llano-Torre</author>
    <author>Pedro Serna</author>
    <author>Sergio H. P. Cavalaro</author>
    <author>Nicola Buratti</author>
    <author>E. Stefan Bernard</author>
    <author>William P. Boshoff</author>
    <author>Raúl L. Zerbino</author>
    <author>Hans Pauwels</author>
    <author>Wolfgang Kusterle</author>
    <author>Emilio Garcia-Taengua</author>
    <author>Rutger Vrijdaghs</author>
    <author>Clementina del Prete</author>
    <author>Karyne F. dos Santos</author>
    <author>Benoît Parmentier</author>
    <author>Claudio Mazzotti</author>
    <collection role="institutes" number="FakBau">Fakultät Bauingenieurwesen</collection>
    <collection role="othforschungsschwerpunkt" number="16313">Gebäude und Infrastruktur</collection>
    <collection role="institutes" number="">Labor für Baustoffe</collection>
  </doc>
  <doc>
    <id>2766</id>
    <completedYear/>
    <publishedYear>2021</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst>209</pageFirst>
    <pageLast>220</pageLast>
    <pageNumber/>
    <edition/>
    <issue/>
    <volume/>
    <type>bookpart</type>
    <publisherName>Springer International Publishing</publisherName>
    <publisherPlace>Cham</publisherPlace>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>0</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">Statements and Conclusions</title>
    <abstract language="eng">A round-robin test (RRT) on creep behaviour in cracked section of fibre-reinforced concrete (FRC) was realised with the participation of 19 international laboratories from 22 institutions. The same concrete matrix was used to design two different FRC mixes with steel (SFRC) and macro-synthetic (SyFRC) fibres and to produce 451 FRC specimens. The use of 124 specimens for creep tests for one year following four main methodologies provided a huge database with more than 15,000 data. The main statements and conclusions derived from the RRT database analysis are summarised in this section. Note that the conclusions derived from this RRT are limited to the ranges of parameters, procedures and variables considered here and should not be extrapolated to other cases.</abstract>
    <parentTitle language="eng">Round-Robin Test on Creep Behaviour in Cracked Sections of FRC: Experimental Program, Results and Database Analysis</parentTitle>
    <identifier type="isbn">978-3-030-72735-2</identifier>
    <identifier type="doi">10.1007/978-3-030-72736-9_9</identifier>
    <enrichment key="opus.import.date">2022-02-09T06:20:59+00:00</enrichment>
    <enrichment key="opus.source">sword</enrichment>
    <enrichment key="opus.import.user">importuser</enrichment>
    <licence>Keine Lizenz - Es gilt das deutsche Urheberrecht: § 53 UrhG</licence>
    <author>Aitor Llano-Torre</author>
    <author>Pedro Serna</author>
    <author>Sergio H. P. Cavalaro</author>
    <author>Nicola Buratti</author>
    <author>E. Stefan Bernard</author>
    <author>William P. Boshoff</author>
    <author>Raúl L. Zerbino</author>
    <author>Hans Pauwels</author>
    <author>Wolfgang Kusterle</author>
    <author>Emilio Garcia-Taengua</author>
    <author>Rutger Vrijdaghs</author>
    <author>Clementina del Prete</author>
    <author>Karyne F. dos Santos</author>
    <author>Benoît Parmentier</author>
    <author>Claudio Mazzotti</author>
    <collection role="institutes" number="FakBau">Fakultät Bauingenieurwesen</collection>
    <collection role="othforschungsschwerpunkt" number="16313">Gebäude und Infrastruktur</collection>
    <collection role="institutes" number="">Labor für Baustoffe</collection>
  </doc>
</export-example>
