Formwork pressure induced by highly flowable concretes – material investigations and large‐scale tests
Identifieur interne : 001418 ( Istex/Corpus ); précédent : 001417; suivant : 001419Formwork pressure induced by highly flowable concretes – material investigations and large‐scale tests
Auteurs : André Brameshuber ; André Beitzel ; André Beitzel ; André Bohnemann ; André Boska ; André Dehn ; André Graubner ; André König ; André Motzko ; André Müller ; André Pistol ; André Proske ; André Stettner ; André ZilchSource :
- Structural Concrete [ 1464-4177 ] ; 2011-12.
English descriptors
- KwdEn :
Abstract
This paper documents the results of a joint research project dealing with the loading of formwork systems used with highly flowable concretes. First calculation approaches concerning the pressure of fresh concrete on vertical formwork were developed on the basis of the investigations conducted on the material behaviour of highly flowable concretes. In doing so, construction management questions regarding, for instance, process design and quality assurance in the application of highly flowable concretes were also investigated. Different scientists from German research institutes collaborated in a research group to pool their knowledge in the field of the pressure of fresh concrete. Because of the extent and complexity of the tasks to be tackled, the joint research project was divided into five subprojects (A to E), which were performed by the research institutes according to their individual respective capacities.
Url:
DOI: 10.1002/suco.201000013
Links to Exploration step
ISTEX:545FEFD9BA6325C3EDDDF2E79006A828E49E7CD3Le document en format XML
<record><TEI wicri:istexFullTextTei="biblStruct"><teiHeader><fileDesc><titleStmt><title xml:lang="en">Formwork pressure induced by highly flowable concretes – material investigations and large‐scale tests</title><author><name sortKey="Brameshuber, Andre" sort="Brameshuber, Andre" uniqKey="Brameshuber A" first="André" last="Brameshuber">André Brameshuber</name><affiliation><mods:affiliation>Institute of Building Materials Research (ibac), RWTH Aachen University, Aachen, Germany</mods:affiliation></affiliation><affiliation><mods:affiliation>Institute of Building Materials Research (ibac), RWTH Aachen University, Aachen, Germany</mods:affiliation></affiliation></author><author><name sortKey="Beitzel, Andre" sort="Beitzel, Andre" uniqKey="Beitzel A" first="André" last="Beitzel">André Beitzel</name><affiliation><mods:affiliation>Trier Institute of Building Process & Environment Technology (IBU), Trier, Germany</mods:affiliation></affiliation></author><author><name sortKey="Beitzel, Andre" sort="Beitzel, Andre" uniqKey="Beitzel A" first="André" last="Beitzel">André Beitzel</name><affiliation><mods:affiliation>Universität Karlsruhe (TH), Institut für Massivbau und Baustofftechnologie (IMB), Karlsruhe, Germany</mods:affiliation></affiliation></author><author><name sortKey="Bohnemann, Andre" sort="Bohnemann, Andre" uniqKey="Bohnemann A" first="André" last="Bohnemann">André Bohnemann</name><affiliation><mods:affiliation>Institute of Building Materials Research (ibac), RWTH Aachen University, Aachen, Germany</mods:affiliation></affiliation></author><author><name sortKey="Boska, Andre" sort="Boska, Andre" uniqKey="Boska A" first="André" last="Boska">André Boska</name><affiliation><mods:affiliation>Institute of Construction Technologies & Management, Technische Universität Darmstadt (IfB), Darmstadt, Germany</mods:affiliation></affiliation></author><author><name sortKey="Dehn, Andre" sort="Dehn, Andre" uniqKey="Dehn A" first="André" last="Dehn">André Dehn</name><affiliation><mods:affiliation>University of Leipzig, Institute for Mineralogy, Crystallography & Material Science (IMKM), Leipzig, Germany</mods:affiliation></affiliation></author><author><name sortKey="Graubner, Andre" sort="Graubner, Andre" uniqKey="Graubner A" first="André" last="Graubner">André Graubner</name><affiliation><mods:affiliation>Technische Universität Darmstadt (IfM), Fachgebiet Massivbau, Darmstadt, Germany</mods:affiliation></affiliation></author><author><name sortKey="Konig, Andre" sort="Konig, Andre" uniqKey="Konig A" first="André" last="König">André König</name><affiliation><mods:affiliation>University of Leipzig, Institute for Mineralogy, Crystallography & Material Science (IMKM), Leipzig, Germany</mods:affiliation></affiliation></author><author><name sortKey="Motzko, Andre" sort="Motzko, Andre" uniqKey="Motzko A" first="André" last="Motzko">André Motzko</name><affiliation><mods:affiliation>Institute of Construction Technologies & Management, Technische Universität Darmstadt (IfB), Darmstadt, Germany</mods:affiliation></affiliation></author><author><name sortKey="Muller, Andre" sort="Muller, Andre" uniqKey="Muller A" first="André" last="Müller">André Müller</name><affiliation><mods:affiliation>Universität Karlsruhe (TH), Institut für Massivbau und Baustofftechnologie (IMB), Karlsruhe, Germany</mods:affiliation></affiliation></author><author><name sortKey="Pistol, Andre" sort="Pistol, Andre" uniqKey="Pistol A" first="André" last="Pistol">André Pistol</name><affiliation><mods:affiliation>University of Leipzig, Institute for Mineralogy, Crystallography & Material Science (IMKM), Leipzig, Germany</mods:affiliation></affiliation></author><author><name sortKey="Proske, Andre" sort="Proske, Andre" uniqKey="Proske A" first="André" last="Proske">André Proske</name><affiliation><mods:affiliation>Technische Universität Darmstadt (IfM), Fachgebiet Massivbau, Darmstadt, Germany</mods:affiliation></affiliation></author><author><name sortKey="Stettner, Andre" sort="Stettner, Andre" uniqKey="Stettner A" first="André" last="Stettner">André Stettner</name><affiliation><mods:affiliation>Technische Universität München, Department of Concrete Structures, Research (LfM), Munich, Germany</mods:affiliation></affiliation></author><author><name sortKey="Zilch, Andre" sort="Zilch, Andre" uniqKey="Zilch A" first="André" last="Zilch">André Zilch</name><affiliation><mods:affiliation>Technische Universität München, Department of Concrete Structures, Research (LfM), Munich, Germany</mods:affiliation></affiliation></author></titleStmt><publicationStmt><idno type="wicri:source">ISTEX</idno><idno type="RBID">ISTEX:545FEFD9BA6325C3EDDDF2E79006A828E49E7CD3</idno><date when="2011" year="2011">2011</date><idno type="doi">10.1002/suco.201000013</idno><idno type="url">https://api.istex.fr/document/545FEFD9BA6325C3EDDDF2E79006A828E49E7CD3/fulltext/pdf</idno><idno type="wicri:Area/Istex/Corpus">001418</idno><idno type="wicri:explorRef" wicri:stream="Istex" wicri:step="Corpus" wicri:corpus="ISTEX">001418</idno></publicationStmt><sourceDesc><biblStruct><analytic><title level="a" type="main" xml:lang="en">Formwork pressure induced by highly flowable concretes – material investigations and large‐scale tests</title><author><name sortKey="Brameshuber, Andre" sort="Brameshuber, Andre" uniqKey="Brameshuber A" first="André" last="Brameshuber">André Brameshuber</name><affiliation><mods:affiliation>Institute of Building Materials Research (ibac), RWTH Aachen University, Aachen, Germany</mods:affiliation></affiliation><affiliation><mods:affiliation>Institute of Building Materials Research (ibac), RWTH Aachen University, Aachen, Germany</mods:affiliation></affiliation></author><author><name sortKey="Beitzel, Andre" sort="Beitzel, Andre" uniqKey="Beitzel A" first="André" last="Beitzel">André Beitzel</name><affiliation><mods:affiliation>Trier Institute of Building Process & Environment Technology (IBU), Trier, Germany</mods:affiliation></affiliation></author><author><name sortKey="Beitzel, Andre" sort="Beitzel, Andre" uniqKey="Beitzel A" first="André" last="Beitzel">André Beitzel</name><affiliation><mods:affiliation>Universität Karlsruhe (TH), Institut für Massivbau und Baustofftechnologie (IMB), Karlsruhe, Germany</mods:affiliation></affiliation></author><author><name sortKey="Bohnemann, Andre" sort="Bohnemann, Andre" uniqKey="Bohnemann A" first="André" last="Bohnemann">André Bohnemann</name><affiliation><mods:affiliation>Institute of Building Materials Research (ibac), RWTH Aachen University, Aachen, Germany</mods:affiliation></affiliation></author><author><name sortKey="Boska, Andre" sort="Boska, Andre" uniqKey="Boska A" first="André" last="Boska">André Boska</name><affiliation><mods:affiliation>Institute of Construction Technologies & Management, Technische Universität Darmstadt (IfB), Darmstadt, Germany</mods:affiliation></affiliation></author><author><name sortKey="Dehn, Andre" sort="Dehn, Andre" uniqKey="Dehn A" first="André" last="Dehn">André Dehn</name><affiliation><mods:affiliation>University of Leipzig, Institute for Mineralogy, Crystallography & Material Science (IMKM), Leipzig, Germany</mods:affiliation></affiliation></author><author><name sortKey="Graubner, Andre" sort="Graubner, Andre" uniqKey="Graubner A" first="André" last="Graubner">André Graubner</name><affiliation><mods:affiliation>Technische Universität Darmstadt (IfM), Fachgebiet Massivbau, Darmstadt, Germany</mods:affiliation></affiliation></author><author><name sortKey="Konig, Andre" sort="Konig, Andre" uniqKey="Konig A" first="André" last="König">André König</name><affiliation><mods:affiliation>University of Leipzig, Institute for Mineralogy, Crystallography & Material Science (IMKM), Leipzig, Germany</mods:affiliation></affiliation></author><author><name sortKey="Motzko, Andre" sort="Motzko, Andre" uniqKey="Motzko A" first="André" last="Motzko">André Motzko</name><affiliation><mods:affiliation>Institute of Construction Technologies & Management, Technische Universität Darmstadt (IfB), Darmstadt, Germany</mods:affiliation></affiliation></author><author><name sortKey="Muller, Andre" sort="Muller, Andre" uniqKey="Muller A" first="André" last="Müller">André Müller</name><affiliation><mods:affiliation>Universität Karlsruhe (TH), Institut für Massivbau und Baustofftechnologie (IMB), Karlsruhe, Germany</mods:affiliation></affiliation></author><author><name sortKey="Pistol, Andre" sort="Pistol, Andre" uniqKey="Pistol A" first="André" last="Pistol">André Pistol</name><affiliation><mods:affiliation>University of Leipzig, Institute for Mineralogy, Crystallography & Material Science (IMKM), Leipzig, Germany</mods:affiliation></affiliation></author><author><name sortKey="Proske, Andre" sort="Proske, Andre" uniqKey="Proske A" first="André" last="Proske">André Proske</name><affiliation><mods:affiliation>Technische Universität Darmstadt (IfM), Fachgebiet Massivbau, Darmstadt, Germany</mods:affiliation></affiliation></author><author><name sortKey="Stettner, Andre" sort="Stettner, Andre" uniqKey="Stettner A" first="André" last="Stettner">André Stettner</name><affiliation><mods:affiliation>Technische Universität München, Department of Concrete Structures, Research (LfM), Munich, Germany</mods:affiliation></affiliation></author><author><name sortKey="Zilch, Andre" sort="Zilch, Andre" uniqKey="Zilch A" first="André" last="Zilch">André Zilch</name><affiliation><mods:affiliation>Technische Universität München, Department of Concrete Structures, Research (LfM), Munich, Germany</mods:affiliation></affiliation></author></analytic><monogr></monogr><series><title level="j">Structural Concrete</title><title level="j" type="abbrev">Structural Concrete</title><idno type="ISSN">1464-4177</idno><idno type="eISSN">1751-7648</idno><imprint><publisher>WILEY‐VCH Verlag</publisher><pubPlace>Berlin</pubPlace><date type="published" when="2011-12">2011-12</date><biblScope unit="volume">12</biblScope><biblScope unit="issue">4</biblScope><biblScope unit="page" from="270">270</biblScope><biblScope unit="page" to="280">280</biblScope></imprint><idno type="ISSN">1464-4177</idno></series><idno type="istex">545FEFD9BA6325C3EDDDF2E79006A828E49E7CD3</idno><idno type="DOI">10.1002/suco.201000013</idno><idno type="ArticleID">SUCO201000013</idno></biblStruct></sourceDesc><seriesStmt><idno type="ISSN">1464-4177</idno></seriesStmt></fileDesc><profileDesc><textClass><keywords scheme="KwdEn" xml:lang="en"><term>boundary conditions</term><term>dynamic load</term><term>formwork pressure</term><term>fresh concrete properties</term><term>friction</term><term>self‐compacting concrete</term><term>vibrated concrete</term></keywords></textClass><langUsage><language ident="en">en</language></langUsage></profileDesc></teiHeader><front><div type="abstract" xml:lang="en">This paper documents the results of a joint research project dealing with the loading of formwork systems used with highly flowable concretes. First calculation approaches concerning the pressure of fresh concrete on vertical formwork were developed on the basis of the investigations conducted on the material behaviour of highly flowable concretes. In doing so, construction management questions regarding, for instance, process design and quality assurance in the application of highly flowable concretes were also investigated. Different scientists from German research institutes collaborated in a research group to pool their knowledge in the field of the pressure of fresh concrete. Because of the extent and complexity of the tasks to be tackled, the joint research project was divided into five subprojects (A to E), which were performed by the research institutes according to their individual respective capacities.</div></front></TEI><istex><corpusName>wiley</corpusName><author><json:item><name>Univ.‐Prof. Dr.‐Ing. Brameshuber</name><affiliations><json:string>Institute of Building Materials Research (ibac), RWTH Aachen University, Aachen, Germany</json:string><json:string>Institute of Building Materials Research (ibac), RWTH Aachen University, Aachen, Germany</json:string></affiliations></json:item><json:item><name>Prof. Dr.‐Ing. Beitzel</name><affiliations><json:string>Trier Institute of Building Process & Environment Technology (IBU), Trier, Germany</json:string></affiliations></json:item><json:item><name>Dr.‐Ing. Beitzel</name><affiliations><json:string>Universität Karlsruhe (TH), Institut für Massivbau und Baustofftechnologie (IMB), Karlsruhe, Germany</json:string></affiliations></json:item><json:item><name>Dipl.‐Ing. Bohnemann</name><affiliations><json:string>Institute of Building Materials Research (ibac), RWTH Aachen University, Aachen, Germany</json:string></affiliations></json:item><json:item><name>Dipl.‐Ing. Boska</name><affiliations><json:string>Institute of Construction Technologies & Management, Technische Universität Darmstadt (IfB), Darmstadt, Germany</json:string></affiliations></json:item><json:item><name>Univ.‐Prof. Dr.‐Ing. Dehn</name><affiliations><json:string>University of Leipzig, Institute for Mineralogy, Crystallography & Material Science (IMKM), Leipzig, Germany</json:string></affiliations></json:item><json:item><name>Univ.‐Prof. Dr.‐Ing. Graubner</name><affiliations><json:string>Technische Universität Darmstadt (IfM), Fachgebiet Massivbau, Darmstadt, Germany</json:string></affiliations></json:item><json:item><name>Dipl.‐Ing. König</name><affiliations><json:string>University of Leipzig, Institute for Mineralogy, Crystallography & Material Science (IMKM), Leipzig, Germany</json:string></affiliations></json:item><json:item><name>Univ.‐Prof. Dr.‐Ing. Motzko</name><affiliations><json:string>Institute of Construction Technologies & Management, Technische Universität Darmstadt (IfB), Darmstadt, Germany</json:string></affiliations></json:item><json:item><name>Univ.‐Prof. Dr.‐Ing. Müller</name><affiliations><json:string>Universität Karlsruhe (TH), Institut für Massivbau und Baustofftechnologie (IMB), Karlsruhe, Germany</json:string></affiliations></json:item><json:item><name>Dipl.‐Ing. Pistol</name><affiliations><json:string>University of Leipzig, Institute for Mineralogy, Crystallography & Material Science (IMKM), Leipzig, Germany</json:string></affiliations></json:item><json:item><name>Dr.‐Ing. Proske</name><affiliations><json:string>Technische Universität Darmstadt (IfM), Fachgebiet Massivbau, Darmstadt, Germany</json:string></affiliations></json:item><json:item><name>Dr.‐Ing. Stettner</name><affiliations><json:string>Technische Universität München, Department of Concrete Structures, Research (LfM), Munich, Germany</json:string></affiliations></json:item><json:item><name>Univ.‐Prof. Dr.‐Ing. Dr.‐Ing. E. h. Zilch</name><affiliations><json:string>Technische Universität München, Department of Concrete Structures, Research (LfM), Munich, Germany</json:string></affiliations></json:item></author><subject><json:item><lang><json:string>eng</json:string></lang><value>formwork pressure</value></json:item><json:item><lang><json:string>eng</json:string></lang><value>fresh concrete properties</value></json:item><json:item><lang><json:string>eng</json:string></lang><value>self‐compacting concrete</value></json:item><json:item><lang><json:string>eng</json:string></lang><value>vibrated concrete</value></json:item><json:item><lang><json:string>eng</json:string></lang><value>boundary conditions</value></json:item><json:item><lang><json:string>eng</json:string></lang><value>friction</value></json:item><json:item><lang><json:string>eng</json:string></lang><value>dynamic load</value></json:item></subject><articleId><json:string>SUCO201000013</json:string></articleId><language><json:string>eng</json:string></language><originalGenre><json:string>article</json:string></originalGenre><abstract>This paper documents the results of a joint research project dealing with the loading of formwork systems used with highly flowable concretes. First calculation approaches concerning the pressure of fresh concrete on vertical formwork were developed on the basis of the investigations conducted on the material behaviour of highly flowable concretes. In doing so, construction management questions regarding, for instance, process design and quality assurance in the application of highly flowable concretes were also investigated. Different scientists from German research institutes collaborated in a research group to pool their knowledge in the field of the pressure of fresh concrete. Because of the extent and complexity of the tasks to be tackled, the joint research project was divided into five subprojects (A to E), which were performed by the research institutes according to their individual respective capacities.</abstract><qualityIndicators><score>6.632</score><pdfVersion>1.3</pdfVersion><pdfPageSize>595.276 x 841.89 pts (A4)</pdfPageSize><refBibsNative>true</refBibsNative><abstractCharCount>926</abstractCharCount><pdfWordCount>7244</pdfWordCount><pdfCharCount>44023</pdfCharCount><pdfPageCount>11</pdfPageCount><abstractWordCount>136</abstractWordCount></qualityIndicators><title>Formwork pressure induced by highly flowable concretes – material investigations and large‐scale tests</title><refBibs><json:item><author><json:item><name>J. Assaad</name></json:item><json:item><name>K. H. Khayat</name></json:item><json:item><name>H. Mesbah</name></json:item></author><host><volume>100</volume><pages><last>37</last><first>29</first></pages><issue>1</issue><author></author><title>ACI Materials Journal</title></host><title>Variation of Formwork Pressure with Thixotropy of Self‐Consolidating Concrete.</title></json:item><json:item><host><author></author><title>Bernabeu, A.: Form system and surface quality. In: Brite Euram Proposal No. BE96‐3801. Brussels, Apr 2000.</title></host></json:item><json:item><host><author></author><title>Billberg, P., Österberg, T.: Self‐compacting Concrete – Technique of application. CBI report (www.cbi.se/ra022a.htm).</title></host></json:item><json:item><host><author></author><title>Vanhove, Y., Djelal, C., Magnin, A., Martin, D.: Study of Self‐Compacting Concrete Pressure on Formwork. Fukui: COMS Engineering Corporation, 2001. In: Proceedings of 2nd International Symposium on Self‐Compacting Concrete, Tokyo, 23‐25 Oct 2001, (Ozawa, K., Ouchi, M. (ed.)), pp. 585–594.</title></host></json:item><json:item><host><author></author><title>Khayat, K. H., Assaad, J., Mesbah, H.: Variations of Formwork Pressure of Self‐Consolidating Concrete – Effect of Section Width and Casting Rate. Evanston: Center for Advance Cement‐Based Materials, 2002. In: 1st North American Conference on the Design and Use of Self‐Consolidating Concrete, Evanston, Il, USA, Nov 12‐13, 2002, pp. 295–302.</title></host></json:item><json:item><host><author></author><title>Skarendahl, A.: Use of Self‐compacting Concrete in On‐Site Constructions, ERMCO Congress 2001, Berlin, 13‐15 Jun 2001.</title></host></json:item><json:item><host><author></author><title>Graubner, C.‐A., Beitzel, H., Beitzel, M., Brameshuber, W., Brunner, M., Dehn, F., Glowienka, S., Hertle, R., Huth, J., Leitzbach, O., Meyer, L., Motzko, C., Müller, H. S., Proske, T., Rathfelder, M., Schuon, M., Uebachs, S.: Sachstandsbericht Frischbetondruck fließfähiger Betone, Schriftenreihe des Deutschen Ausschusses für Stahlbeton, No. 567, Beuth‐Verlag, Berlin, 2006, 75 pp.</title></host></json:item><json:item><host><author></author><title>Graubner, C.‐A., Beitzel, H., Beitzel, M., Bohnemann, C., Boska, E., Brameshuber, W., Dehn, F., König, A., Lingemann, J., Motzko, C., Müller, H. S., Pistol, K., Proske, T., Stettner, C., Zilch, K.: Schalungsbelastung durch Hochleistungsbetone mit fließfähiger Konsistenz – Ein Gemeinschaftsprojekt deutscher Forschungseinrichtungen. Final Report F09‐7‐2008, Technische Universität Darmstadt, Institut für Massivbau, Nov 2008.</title></host></json:item><json:item><host><author></author><title>Brameshuber, W., Beitzel, H., Beitzel, M., Bohnemann, C., Dehn, F., Graubner, C.‐A., König, A., Lingemann, J., Müller, H. S., Pistol, K., Proske, T., Stettner, C., Zilch, K.: Formwork pressure induced by highly flowable concretes – Design approach and transfer into practice. Structural Concrete, Journal of the fib, 2011.</title></host></json:item><json:item><host><author></author><title>Deutscher Ausschuss für Stahlbeton (DAfStb) Richtlinie Selbstverdichtender Beton (SVB‐Richtlinie), Ergänzungen und Änderungen zu DIN 1045‐2:2008‐08 und DIN EN 206‐1:2001‐07 und DIN 1045‐3:2001‐07, 08/2003 ed. (12th draft).</title></host></json:item><json:item><host><author></author><title>DIN EN 12350‐5:2000‐06 Prüfung von Frischbeton Teil 5: Ausbreitmaß, Deutsche Fassung EN 12 350‐5:1999.</title></host></json:item><json:item><host><author></author><title>Proske, T.: Frischbetondruck bei Verwendung von Selbstverdichtendem Beton – Ein wirklichkeitsnahes Modell zu Bestimmung der Einwirkungen auf Schalung und Rüstung. Dissertation, Technische Universität Darmstadt, 2007, 310 pp.</title></host></json:item><json:item><host><author></author><title>Reinhardt, H. W. et al: Sachstandsbericht Selbstverdichtender Beton (SVB). In: Schriftenreihe des Deutschen Ausschusses für Stahlbeton (2001), vol. 516.</title></host></json:item><json:item><host><author></author><title>Beitzel, M.: Frischbetondruck von Beton unter Berücksichtigung der rheologischen Eigenschaften. Dissertation, Institut für Massivbau und Baustofftechnologie, Karlsruher Institut für Technologie, 2010.</title></host></json:item><json:item><author><json:item><name> Tejeda‐Dominguez</name></json:item><json:item><name> Lange</name></json:item><json:item><name> D'Ambrosia</name></json:item></author><host><volume>1914</volume><pages><last>7</last><first>1</first></pages><author></author><title>Journal of the Transportation Research Board</title></host><title>Formwork Pressure of self‐consolidating Concrete in tall wall field applications.</title></json:item><json:item><host><author></author><title>Hoffmann, Leemann, Winnefeld: Self‐Consolidating Concrete on Formwork. Concrete International, Feb 2006, pp. 27–31.</title></host></json:item><json:item><host><author></author><title>ACI 347‐04 (2004): Guide to Formwork for Concrete. American Concrete Institute, 2004.</title></host></json:item><json:item><author><json:item><name> Kim</name></json:item><json:item><name> Beacraft</name></json:item><json:item><name> Kwon</name></json:item><json:item><name> Shah</name></json:item></author><host><volume>108</volume><pages><last>45</last><first>38</first></pages><issue>1</issue><author></author><title>ACI Materials Journal</title></host><title>Simple Analytical Model for Formwork Design of Self‐Consolidating Concrete.</title></json:item><json:item><host><author></author><title>Khayat, K. H.: Final Report to the Ready‐Mix Concrete Research Foundation American Concrete Institute – Concrete Research and Education Foundation on Self‐Consolidating Concrete Formwork Pressure. Period 1 Jul 2006 to 25 May 2009, Université de Sherbrooke, 2009.</title></host></json:item><json:item><host><author></author><title>Beitzel, M., Beitzel, H., Müller, H. S.: Fresh Concrete Pressure of Self‐Compacting Concrete on a Vertical Formwork. In: 3rd North American Conference on the Design and Use of Self‐Compacting Concrete, S. P. Shah (ed.), Chicago, 2008.</title></host></json:item></refBibs><genre><json:string>article</json:string></genre><host><volume>12</volume><publisherId><json:string>SUCO</json:string></publisherId><pages><total>11</total><last>280</last><first>270</first></pages><issn><json:string>1464-4177</json:string></issn><issue>4</issue><subject><json:item><value>Article</value></json:item></subject><genre><json:string>journal</json:string></genre><language><json:string>unknown</json:string></language><eissn><json:string>1751-7648</json:string></eissn><title>Structural Concrete</title><doi><json:string>10.1002/(ISSN)1751-7648</json:string></doi></host><categories><wos><json:string>science</json:string><json:string>engineering, civil</json:string><json:string>construction & building technology</json:string></wos><scienceMetrix><json:string>applied sciences</json:string><json:string>engineering</json:string><json:string>civil engineering</json:string></scienceMetrix></categories><publicationDate>2011</publicationDate><copyrightDate>2011</copyrightDate><doi><json:string>10.1002/suco.201000013</json:string></doi><id>545FEFD9BA6325C3EDDDF2E79006A828E49E7CD3</id><score>0.22137323</score><fulltext><json:item><extension>pdf</extension><original>true</original><mimetype>application/pdf</mimetype><uri>https://api.istex.fr/document/545FEFD9BA6325C3EDDDF2E79006A828E49E7CD3/fulltext/pdf</uri></json:item><json:item><extension>zip</extension><original>false</original><mimetype>application/zip</mimetype><uri>https://api.istex.fr/document/545FEFD9BA6325C3EDDDF2E79006A828E49E7CD3/fulltext/zip</uri></json:item><istex:fulltextTEI uri="https://api.istex.fr/document/545FEFD9BA6325C3EDDDF2E79006A828E49E7CD3/fulltext/tei"><teiHeader><fileDesc><titleStmt><title level="a" type="main" xml:lang="en">Formwork pressure induced by highly flowable concretes – material investigations and large‐scale tests</title></titleStmt><publicationStmt><authority>ISTEX</authority><publisher>WILEY‐VCH Verlag</publisher><pubPlace>Berlin</pubPlace><availability><p>Copyright © 2011 Ernst & Sohn Verlag für Architektur und technische Wissenschaften GmbH & Co. KG, Berlin</p></availability><date>2011</date></publicationStmt><sourceDesc><biblStruct type="inbook"><analytic><title level="a" type="main" xml:lang="en">Formwork pressure induced by highly flowable concretes – material investigations and large‐scale tests</title><author xml:id="author-1"><persName><surname>Brameshuber</surname></persName><roleName type="degree">Univ.‐Prof. Dr.‐Ing.</roleName><affiliation>Institute of Building Materials Research (ibac), RWTH Aachen University, Aachen, Germany</affiliation><affiliation>Institute of Building Materials Research (ibac), RWTH Aachen University, Aachen, Germany</affiliation></author><author xml:id="author-2"><persName><surname>Beitzel</surname></persName><roleName type="degree">Prof. Dr.‐Ing.</roleName><affiliation>Trier Institute of Building Process & Environment Technology (IBU), Trier, Germany</affiliation></author><author xml:id="author-3"><persName><surname>Beitzel</surname></persName><roleName type="degree">Dr.‐Ing.</roleName><affiliation>Universität Karlsruhe (TH), Institut für Massivbau und Baustofftechnologie (IMB), Karlsruhe, Germany</affiliation></author><author xml:id="author-4"><persName><surname>Bohnemann</surname></persName><roleName type="degree">Dipl.‐Ing.</roleName><affiliation>Institute of Building Materials Research (ibac), RWTH Aachen University, Aachen, Germany</affiliation></author><author xml:id="author-5"><persName><surname>Boska</surname></persName><roleName type="degree">Dipl.‐Ing.</roleName><affiliation>Institute of Construction Technologies & Management, Technische Universität Darmstadt (IfB), Darmstadt, Germany</affiliation></author><author xml:id="author-6"><persName><surname>Dehn</surname></persName><roleName type="degree">Univ.‐Prof. Dr.‐Ing.</roleName><affiliation>University of Leipzig, Institute for Mineralogy, Crystallography & Material Science (IMKM), Leipzig, Germany</affiliation></author><author xml:id="author-7"><persName><surname>Graubner</surname></persName><roleName type="degree">Univ.‐Prof. Dr.‐Ing.</roleName><affiliation>Technische Universität Darmstadt (IfM), Fachgebiet Massivbau, Darmstadt, Germany</affiliation></author><author xml:id="author-8"><persName><surname>König</surname></persName><roleName type="degree">Dipl.‐Ing.</roleName><affiliation>University of Leipzig, Institute for Mineralogy, Crystallography & Material Science (IMKM), Leipzig, Germany</affiliation></author><author xml:id="author-9"><persName><surname>Motzko</surname></persName><roleName type="degree">Univ.‐Prof. Dr.‐Ing.</roleName><affiliation>Institute of Construction Technologies & Management, Technische Universität Darmstadt (IfB), Darmstadt, Germany</affiliation></author><author xml:id="author-10"><persName><surname>Müller</surname></persName><roleName type="degree">Univ.‐Prof. Dr.‐Ing.</roleName><affiliation>Universität Karlsruhe (TH), Institut für Massivbau und Baustofftechnologie (IMB), Karlsruhe, Germany</affiliation></author><author xml:id="author-11"><persName><surname>Pistol</surname></persName><roleName type="degree">Dipl.‐Ing.</roleName><affiliation>University of Leipzig, Institute for Mineralogy, Crystallography & Material Science (IMKM), Leipzig, Germany</affiliation></author><author xml:id="author-12"><persName><surname>Proske</surname></persName><roleName type="degree">Dr.‐Ing.</roleName><affiliation>Technische Universität Darmstadt (IfM), Fachgebiet Massivbau, Darmstadt, Germany</affiliation></author><author xml:id="author-13"><persName><surname>Stettner</surname></persName><roleName type="degree">Dr.‐Ing.</roleName><affiliation>Technische Universität München, Department of Concrete Structures, Research (LfM), Munich, Germany</affiliation></author><author xml:id="author-14"><persName><surname>Zilch</surname></persName><roleName type="degree">Univ.‐Prof. Dr.‐Ing. Dr.‐Ing. E. h.</roleName><affiliation>Technische Universität München, Department of Concrete Structures, Research (LfM), Munich, Germany</affiliation></author></analytic><monogr><title level="j">Structural Concrete</title><title level="j" type="abbrev">Structural Concrete</title><idno type="pISSN">1464-4177</idno><idno type="eISSN">1751-7648</idno><idno type="DOI">10.1002/(ISSN)1751-7648</idno><imprint><publisher>WILEY‐VCH Verlag</publisher><pubPlace>Berlin</pubPlace><date type="published" when="2011-12"></date><biblScope unit="volume">12</biblScope><biblScope unit="issue">4</biblScope><biblScope unit="page" from="270">270</biblScope><biblScope unit="page" to="280">280</biblScope></imprint></monogr><idno type="istex">545FEFD9BA6325C3EDDDF2E79006A828E49E7CD3</idno><idno type="DOI">10.1002/suco.201000013</idno><idno type="ArticleID">SUCO201000013</idno></biblStruct></sourceDesc></fileDesc><profileDesc><creation><date>2011</date></creation><langUsage><language ident="en">en</language></langUsage><abstract xml:lang="en"><p>This paper documents the results of a joint research project dealing with the loading of formwork systems used with highly flowable concretes. First calculation approaches concerning the pressure of fresh concrete on vertical formwork were developed on the basis of the investigations conducted on the material behaviour of highly flowable concretes. In doing so, construction management questions regarding, for instance, process design and quality assurance in the application of highly flowable concretes were also investigated. Different scientists from German research institutes collaborated in a research group to pool their knowledge in the field of the pressure of fresh concrete. Because of the extent and complexity of the tasks to be tackled, the joint research project was divided into five subprojects (A to E), which were performed by the research institutes according to their individual respective capacities.</p></abstract><textClass xml:lang="en"><keywords scheme="keyword"><list><head>keywords</head><item><term>formwork pressure</term></item><item><term>fresh concrete properties</term></item><item><term>self‐compacting concrete</term></item><item><term>vibrated concrete</term></item><item><term>boundary conditions</term></item><item><term>friction</term></item><item><term>dynamic load</term></item></list></keywords></textClass><textClass><keywords scheme="Journal Subject"><list><head>article-category</head><item><term>Article</term></item></list></keywords></textClass></profileDesc><revisionDesc><change when="2010-12-20">Received</change><change when="2011-08-05">Registration</change><change when="2011-12">Published</change></revisionDesc></teiHeader></istex:fulltextTEI><json:item><extension>txt</extension><original>false</original><mimetype>text/plain</mimetype><uri>https://api.istex.fr/document/545FEFD9BA6325C3EDDDF2E79006A828E49E7CD3/fulltext/txt</uri></json:item></fulltext><metadata><istex:metadataXml wicri:clean="Wiley, elements deleted: body"><istex:xmlDeclaration>version="1.0" encoding="UTF-8" standalone="yes"</istex:xmlDeclaration><istex:document><component version="2.0" type="serialArticle" xml:lang="en"><header><publicationMeta level="product"><publisherInfo><publisherName>WILEY‐VCH Verlag</publisherName><publisherLoc>Berlin</publisherLoc></publisherInfo><doi registered="yes">10.1002/(ISSN)1751-7648</doi><issn type="print">1464-4177</issn><issn type="electronic">1751-7648</issn><idGroup><id type="product" value="SUCO"></id></idGroup><titleGroup><title type="main" xml:lang="en" sort="STRUCTURAL CONCRETE">Structural Concrete</title><title type="short">Structural Concrete</title></titleGroup></publicationMeta><publicationMeta level="part" position="40"><doi origin="wiley" registered="yes">10.1002/suco.v12.4</doi><numberingGroup><numbering type="journalVolume" number="12">12</numbering><numbering type="journalIssue">4</numbering></numberingGroup><coverDate startDate="2011-12">December 2011</coverDate></publicationMeta><publicationMeta level="unit" type="article" position="9" status="forIssue"><doi origin="wiley" registered="yes">10.1002/suco.201000013</doi><idGroup><id type="unit" value="SUCO201000013"></id></idGroup><countGroup><count type="pageTotal" number="11"></count></countGroup><titleGroup><title type="articleCategory">Article</title><title type="tocHeading1">Articles</title></titleGroup><copyright ownership="publisher">Copyright © 2011 Ernst & Sohn Verlag für Architektur und technische Wissenschaften GmbH & Co. KG, Berlin</copyright><eventGroup><event type="manuscriptReceived" date="2010-12-20"></event><event type="manuscriptRevised" date="2011-08-05"></event><event type="manuscriptAccepted" date="2011-08-05"></event><event type="xmlConverted" agent="Converter:JWSART34_TO_WML3G version:3.0.1 mode:FullText" date="2011-12-01"></event><event type="firstOnline" date="2011-12-01"></event><event type="publishedOnlineFinalForm" date="2011-12-01"></event><event type="xmlConverted" agent="Converter:WILEY_ML3G_TO_WILEY_ML3GV2 version:3.8.8" date="2014-02-10"></event><event type="xmlConverted" agent="Converter:WML3G_To_WML3G version:4.1.7 mode:FullText,remove_FC" date="2014-11-03"></event></eventGroup><numberingGroup><numbering type="pageFirst">270</numbering><numbering type="pageLast">280</numbering></numberingGroup><correspondenceTo>Institute of Building Materials Research (ibac), RWTH Aachen University, Aachen, Germany</correspondenceTo><linkGroup><link type="toTypesetVersion" href="file:SUCO.SUCO201000013.pdf"></link></linkGroup></publicationMeta><contentMeta><countGroup><count type="figureTotal" number="10"></count><count type="tableTotal" number="3"></count><count type="referenceTotal" number="20"></count></countGroup><titleGroup><title type="main" xml:lang="en">Formwork pressure induced by highly flowable concretes – material investigations and large‐scale tests</title></titleGroup><creators><creator xml:id="au1" creatorRole="author" affiliationRef="#a1" corresponding="yes"><personName><honorifics>Univ.‐Prof. Dr.‐Ing.</honorifics><givenNames>Wolfgang</givenNames><familyName>Brameshuber</familyName></personName><contactDetails><email normalForm="brameshuber@ibac.rwth-aachen.de">brameshuber@ibac.rwth‐aachen.de</email></contactDetails></creator><creator xml:id="au2" creatorRole="author" affiliationRef="#a2"><personName><honorifics>Prof. Dr.‐Ing.</honorifics><givenNames>Harald</givenNames><familyName>Beitzel</familyName></personName></creator><creator xml:id="au3" creatorRole="author" affiliationRef="#a3"><personName><honorifics>Dr.‐Ing.</honorifics><givenNames>Marc</givenNames><familyName>Beitzel</familyName></personName></creator><creator xml:id="au4" creatorRole="author" affiliationRef="#a1"><personName><honorifics>Dipl.‐Ing.</honorifics><givenNames>Carsten</givenNames><familyName>Bohnemann</familyName></personName></creator><creator xml:id="au5" creatorRole="author" affiliationRef="#a4"><personName><honorifics>Dipl.‐Ing.</honorifics><givenNames>Erik</givenNames><familyName>Boska</familyName></personName></creator><creator xml:id="au6" creatorRole="author" affiliationRef="#a5"><personName><honorifics>Univ.‐Prof. Dr.‐Ing.</honorifics><givenNames>Frank</givenNames><familyName>Dehn</familyName></personName></creator><creator xml:id="au7" creatorRole="author" affiliationRef="#a6"><personName><honorifics>Univ.‐Prof. Dr.‐Ing.</honorifics><givenNames>Carl‐Alexander</givenNames><familyName>Graubner</familyName></personName></creator><creator xml:id="au8" creatorRole="author" affiliationRef="#a5"><personName><honorifics>Dipl.‐Ing.</honorifics><givenNames>Andreas</givenNames><familyName>König</familyName></personName></creator><creator xml:id="au9" creatorRole="author" affiliationRef="#a4"><personName><honorifics>Univ.‐Prof. Dr.‐Ing.</honorifics><givenNames>Christoph</givenNames><familyName>Motzko</familyName></personName></creator><creator xml:id="au10" creatorRole="author" affiliationRef="#a3"><personName><honorifics>Univ.‐Prof. Dr.‐Ing.</honorifics><givenNames>Harald S.</givenNames><familyName>Müller</familyName></personName></creator><creator xml:id="au11" creatorRole="author" affiliationRef="#a5"><personName><honorifics>Dipl.‐Ing.</honorifics><givenNames>Klaus </givenNames><familyName>Pistol</familyName></personName></creator><creator xml:id="au12" creatorRole="author" affiliationRef="#a6"><personName><honorifics>Dr.‐Ing.</honorifics><givenNames>Tilo</givenNames><familyName>Proske</familyName></personName></creator><creator xml:id="au13" creatorRole="author" affiliationRef="#a7"><personName><honorifics>Dr.‐Ing.</honorifics><givenNames>Christian</givenNames><familyName>Stettner</familyName></personName></creator><creator xml:id="au14" creatorRole="author" affiliationRef="#a7"><personName><honorifics>Univ.‐Prof. Dr.‐Ing. Dr.‐Ing. E. h.</honorifics><givenNames>Konrad</givenNames><familyName>Zilch</familyName></personName></creator></creators><affiliationGroup><affiliation xml:id="a1" countryCode="DE" type="organization"><unparsedAffiliation>Institute of Building Materials Research (ibac), RWTH Aachen University, Aachen, Germany</unparsedAffiliation></affiliation><affiliation xml:id="a2" countryCode="DE" type="organization"><unparsedAffiliation>Trier Institute of Building Process & Environment Technology (IBU), Trier, Germany</unparsedAffiliation></affiliation><affiliation xml:id="a3" countryCode="DE" type="organization"><unparsedAffiliation>Universität Karlsruhe (TH), Institut für Massivbau und Baustofftechnologie (IMB), Karlsruhe, Germany</unparsedAffiliation></affiliation><affiliation xml:id="a4" countryCode="DE" type="organization"><unparsedAffiliation>Institute of Construction Technologies & Management, Technische Universität Darmstadt (IfB), Darmstadt, Germany</unparsedAffiliation></affiliation><affiliation xml:id="a5" countryCode="DE" type="organization"><unparsedAffiliation>University of Leipzig, Institute for Mineralogy, Crystallography & Material Science (IMKM), Leipzig, Germany</unparsedAffiliation></affiliation><affiliation xml:id="a6" countryCode="DE" type="organization"><unparsedAffiliation>Technische Universität Darmstadt (IfM), Fachgebiet Massivbau, Darmstadt, Germany</unparsedAffiliation></affiliation><affiliation xml:id="a7" countryCode="DE" type="organization"><unparsedAffiliation>Technische Universität München, Department of Concrete Structures, Research (LfM), Munich, Germany</unparsedAffiliation></affiliation></affiliationGroup><keywordGroup xml:lang="en" type="author"><keyword xml:id="kwd1">formwork pressure</keyword><keyword xml:id="kwd2">fresh concrete properties</keyword><keyword xml:id="kwd3">self‐compacting concrete</keyword><keyword xml:id="kwd4">vibrated concrete</keyword><keyword xml:id="kwd5">boundary conditions</keyword><keyword xml:id="kwd6">friction</keyword><keyword xml:id="kwd7">dynamic load</keyword></keywordGroup><abstractGroup><abstract type="main" xml:lang="en"><title type="main">Abstract</title><p>This paper documents the results of a joint research project dealing with the loading of formwork systems used with highly flowable concretes. First calculation approaches concerning the pressure of fresh concrete on vertical formwork were developed on the basis of the investigations conducted on the material behaviour of highly flowable concretes. In doing so, construction management questions regarding, for instance, process design and quality assurance in the application of highly flowable concretes were also investigated. Different scientists from German research institutes collaborated in a research group to pool their knowledge in the field of the pressure of fresh concrete. Because of the extent and complexity of the tasks to be tackled, the joint research project was divided into five subprojects (A to E), which were performed by the research institutes according to their individual respective capacities.</p></abstract></abstractGroup></contentMeta></header></component></istex:document></istex:metadataXml><mods version="3.6"><titleInfo lang="en"><title>Formwork pressure induced by highly flowable concretes – material investigations and large‐scale tests</title></titleInfo><titleInfo type="alternative" contentType="CDATA" lang="en"><title>Formwork pressure induced by highly flowable concretes – material investigations and large‐scale tests</title></titleInfo><name type="personal"><namePart type="termsOfAddress">Univ.‐Prof. Dr.‐Ing.</namePart><namePart type="family">Brameshuber</namePart><affiliation>Institute of Building Materials Research (ibac), RWTH Aachen University, Aachen, Germany</affiliation><affiliation>Institute of Building Materials Research (ibac), RWTH Aachen University, Aachen, Germany</affiliation><role><roleTerm type="text">author</roleTerm></role></name><name type="personal"><namePart type="termsOfAddress">Prof. Dr.‐Ing.</namePart><namePart type="family">Beitzel</namePart><affiliation>Trier Institute of Building Process & Environment Technology (IBU), Trier, Germany</affiliation><role><roleTerm type="text">author</roleTerm></role></name><name type="personal"><namePart type="termsOfAddress">Dr.‐Ing.</namePart><namePart type="family">Beitzel</namePart><affiliation>Universität Karlsruhe (TH), Institut für Massivbau und Baustofftechnologie (IMB), Karlsruhe, Germany</affiliation><role><roleTerm type="text">author</roleTerm></role></name><name type="personal"><namePart type="termsOfAddress">Dipl.‐Ing.</namePart><namePart type="family">Bohnemann</namePart><affiliation>Institute of Building Materials Research (ibac), RWTH Aachen University, Aachen, Germany</affiliation><role><roleTerm type="text">author</roleTerm></role></name><name type="personal"><namePart type="termsOfAddress">Dipl.‐Ing.</namePart><namePart type="family">Boska</namePart><affiliation>Institute of Construction Technologies & Management, Technische Universität Darmstadt (IfB), Darmstadt, Germany</affiliation><role><roleTerm type="text">author</roleTerm></role></name><name type="personal"><namePart type="termsOfAddress">Univ.‐Prof. Dr.‐Ing.</namePart><namePart type="family">Dehn</namePart><affiliation>University of Leipzig, Institute for Mineralogy, Crystallography & Material Science (IMKM), Leipzig, Germany</affiliation><role><roleTerm type="text">author</roleTerm></role></name><name type="personal"><namePart type="termsOfAddress">Univ.‐Prof. Dr.‐Ing.</namePart><namePart type="family">Graubner</namePart><affiliation>Technische Universität Darmstadt (IfM), Fachgebiet Massivbau, Darmstadt, Germany</affiliation><role><roleTerm type="text">author</roleTerm></role></name><name type="personal"><namePart type="termsOfAddress">Dipl.‐Ing.</namePart><namePart type="family">König</namePart><affiliation>University of Leipzig, Institute for Mineralogy, Crystallography & Material Science (IMKM), Leipzig, Germany</affiliation><role><roleTerm type="text">author</roleTerm></role></name><name type="personal"><namePart type="termsOfAddress">Univ.‐Prof. Dr.‐Ing.</namePart><namePart type="family">Motzko</namePart><affiliation>Institute of Construction Technologies & Management, Technische Universität Darmstadt (IfB), Darmstadt, Germany</affiliation><role><roleTerm type="text">author</roleTerm></role></name><name type="personal"><namePart type="termsOfAddress">Univ.‐Prof. Dr.‐Ing.</namePart><namePart type="family">Müller</namePart><affiliation>Universität Karlsruhe (TH), Institut für Massivbau und Baustofftechnologie (IMB), Karlsruhe, Germany</affiliation><role><roleTerm type="text">author</roleTerm></role></name><name type="personal"><namePart type="termsOfAddress">Dipl.‐Ing.</namePart><namePart type="family">Pistol</namePart><affiliation>University of Leipzig, Institute for Mineralogy, Crystallography & Material Science (IMKM), Leipzig, Germany</affiliation><role><roleTerm type="text">author</roleTerm></role></name><name type="personal"><namePart type="termsOfAddress">Dr.‐Ing.</namePart><namePart type="family">Proske</namePart><affiliation>Technische Universität Darmstadt (IfM), Fachgebiet Massivbau, Darmstadt, Germany</affiliation><role><roleTerm type="text">author</roleTerm></role></name><name type="personal"><namePart type="termsOfAddress">Dr.‐Ing.</namePart><namePart type="family">Stettner</namePart><affiliation>Technische Universität München, Department of Concrete Structures, Research (LfM), Munich, Germany</affiliation><role><roleTerm type="text">author</roleTerm></role></name><name type="personal"><namePart type="termsOfAddress">Univ.‐Prof. Dr.‐Ing. Dr.‐Ing. E. h.</namePart><namePart type="family">Zilch</namePart><affiliation>Technische Universität München, Department of Concrete Structures, Research (LfM), Munich, Germany</affiliation><role><roleTerm type="text">author</roleTerm></role></name><typeOfResource>text</typeOfResource><genre type="article" displayLabel="article"></genre><originInfo><publisher>WILEY‐VCH Verlag</publisher><place><placeTerm type="text">Berlin</placeTerm></place><dateIssued encoding="w3cdtf">2011-12</dateIssued><dateCaptured encoding="w3cdtf">2010-12-20</dateCaptured><dateValid encoding="w3cdtf">2011-08-05</dateValid><copyrightDate encoding="w3cdtf">2011</copyrightDate></originInfo><language><languageTerm type="code" authority="rfc3066">en</languageTerm><languageTerm type="code" authority="iso639-2b">eng</languageTerm></language><physicalDescription><internetMediaType>text/html</internetMediaType><extent unit="figures">10</extent><extent unit="tables">3</extent><extent unit="references">20</extent></physicalDescription><abstract lang="en">This paper documents the results of a joint research project dealing with the loading of formwork systems used with highly flowable concretes. First calculation approaches concerning the pressure of fresh concrete on vertical formwork were developed on the basis of the investigations conducted on the material behaviour of highly flowable concretes. In doing so, construction management questions regarding, for instance, process design and quality assurance in the application of highly flowable concretes were also investigated. Different scientists from German research institutes collaborated in a research group to pool their knowledge in the field of the pressure of fresh concrete. Because of the extent and complexity of the tasks to be tackled, the joint research project was divided into five subprojects (A to E), which were performed by the research institutes according to their individual respective capacities.</abstract><subject lang="en"><genre>keywords</genre><topic>formwork pressure</topic><topic>fresh concrete properties</topic><topic>self‐compacting concrete</topic><topic>vibrated concrete</topic><topic>boundary conditions</topic><topic>friction</topic><topic>dynamic load</topic></subject><relatedItem type="host"><titleInfo><title>Structural Concrete</title></titleInfo><titleInfo type="abbreviated"><title>Structural Concrete</title></titleInfo><genre type="journal">journal</genre><subject><genre>article-category</genre><topic>Article</topic></subject><identifier type="ISSN">1464-4177</identifier><identifier type="eISSN">1751-7648</identifier><identifier type="DOI">10.1002/(ISSN)1751-7648</identifier><identifier type="PublisherID">SUCO</identifier><part><date>2011</date><detail type="volume"><caption>vol.</caption><number>12</number></detail><detail type="issue"><caption>no.</caption><number>4</number></detail><extent unit="pages"><start>270</start><end>280</end><total>11</total></extent></part></relatedItem><identifier type="istex">545FEFD9BA6325C3EDDDF2E79006A828E49E7CD3</identifier><identifier type="DOI">10.1002/suco.201000013</identifier><identifier type="ArticleID">SUCO201000013</identifier><accessCondition type="use and reproduction" contentType="copyright">Copyright © 2011 Ernst & Sohn Verlag für Architektur und technische Wissenschaften GmbH & Co. KG, Berlin</accessCondition><recordInfo><recordContentSource>WILEY</recordContentSource><recordOrigin>WILEY‐VCH Verlag</recordOrigin></recordInfo></mods></metadata><serie></serie></istex></record>Pour manipuler ce document sous Unix (Dilib)
EXPLOR_STEP=$WICRI_ROOT/Wicri/Rhénanie/explor/UnivTrevesV1/Data/Istex/Corpus
HfdSelect -h $EXPLOR_STEP/biblio.hfd -nk 001418 | SxmlIndent | more
Ou
HfdSelect -h $EXPLOR_AREA/Data/Istex/Corpus/biblio.hfd -nk 001418 | SxmlIndent | more
Pour mettre un lien sur cette page dans le réseau Wicri
{{Explor lien
|wiki= Wicri/Rhénanie
|area= UnivTrevesV1
|flux= Istex
|étape= Corpus
|type= RBID
|clé= ISTEX:545FEFD9BA6325C3EDDDF2E79006A828E49E7CD3
|texte= Formwork pressure induced by highly flowable concretes – material investigations and large‐scale tests
}}
| This area was generated with Dilib version V0.6.31. |  |