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An Analysis of the Load-Bearing Capacity of Timber-Concrete Composite Beams with Profiled Sheeting

Author(s): (Poznan University of Technology, Poznań , Poland)
(Poznan University of Technology, Poznań , Poland)
(Poznan University of Technology, Faculty of Civil and Environmental Engineering, Institute of Structural Engineering, ul. Piotrowo 5, 60-965 Poznań , Poland)
Medium: journal article
Language(s): English
Published in: Civil and Environmental Engineering Reports, , n. 4, v. 27
Page(s): 143-156
DOI: 10.1515/ceer-2017-0057
Abstract:

This paper presents an analysis of timber-concrete composite beams. Said composite beams consist of rectangular timber beams and concrete slabs poured into the steel sheeting. The concrete slab is connected with the timber beam using special shear connectors. The authors of this article are trying to patent these connectors. The article contains results from a numerical analysis. It is demonstrated that the type of steel sheeting used as a lost formwork has an influence on the load-bearing capacity and stiffness of the timber-concrete composite beams.

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: 10.1515/ceer-2017-0057.
  • About this
    data sheet
  • Reference-ID
    10705282
  • Published on:
    19/02/2023
  • Last updated on:
    19/02/2023
 
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