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Analysis of bonded connection for hybrid steel-glass beams

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Języki publikacji
EN
Abstrakty
EN
In the last few years, due to the intensive progress and research in the field of glass structures, mechanical properties of glass have been distinctively improved and possibilities of use glass for a load carrying elements are now advanced. Different types of hybrid constructions, consisting of glass and other material, are analyzed or even newly developed focusing on an optimal structural interaction between both materials. The new hybrid steel-glass beam consists of steel flanges, glass web and bonded connection between them. A key aspect of this development is the selection of the suitable adhesive. Different types of adhesive with a different mechanical and deformation properties were chosen for the instant small-scale tests. Clear idea of the behavior of the adhesive layer and knowledge of the shear and tension strength of whole connection, are the first steps, needed to be done to successful modeling and investigation of the whole hybrid steel-glass beam under increasing load.
Twórcy
autor
autor
  • Czech Technical University in Prague, Prague, Czech Republic
Bibliografia
  • [1] Freytag B.: Glass-Concrete Composite Technology, Structural Engineering International No 2, 2004, pp. 111 - 117, ISSN 1016-8664
  • [2] Kreher K., Natterer J.: Timber-Glass-Composite Girders for a Hotel in Switzerland, Structural Engineering International No 2, 2004, pp. 149 – 151
  • [3] Louter CH.: Adhesively bonded reinforced glass beams, Structural Glass, vol. 52/2007, Heron, TU Delft, ISBN 0046-7316
  • [4] Huveners E.M.P., van Herwijnen F.: Mechanical shear properties of adhesives, Glass performance days 2007, ISBN 952-91-8674-6, www.gpd.fi
  • [5] Haldiman M., Luible A., Overend M.: Structural Use of Glass, IABSE, 2008, ISBN 978-3-85748-119-2
  • [6] ČSN EN ISO 527: Plastics - Determination of tensile properties, ČNI 1998
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BTB2-0058-0014
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