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Author(s):

Medium: journal article
Language(s): German
Published in: Stahlbau, , n. 4, v. 80
Page(s): 218-225
DOI: 10.1002/stab.201101410
Abstract:

Development of hybrid steel-glass-beams.

Increasing higher requirements for transparent and filigree structures result in continuous development and improvement of load-bearing glass elements, not only in a classic way being a space enclosing element but also increasingly offering load carrying functions. To realize architectural attractive transparent and lightweight constructions bonded hybrid steel-glass beams have been developed, composed of slim steel flanges and glass webs which were assembled to "I"-beams using adhesives. The adhesive system significantly account for the structural behavior of the bonded composite section. Furthermore the joining geometry is of great importance concerning load carrying capacity and producibility but the design is governed by long-term effects like ageing, creeping and time dependent load-carrying behavior. This contribution shows the general systematic approach for the analysis of the load bearing behavior of hybrid steel-glass beams and introduces important criteria and requirements for the design and its mechanical properties focused on an optimized exploitation of the components.

Keywords:
structural glazing structural behavior adhesive technology small-scale test bonded composite section component testing load-bearing behavior large-scale tests
Available from: Refer to publisher
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1002/stab.201101410.
  • About this
    data sheet
  • Reference-ID
    10065024
  • Published on:
    22/06/2011
  • Last updated on:
    13/08/2014
 
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