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Demountable shear connectors – constructional details and push‐out tests

Author(s): (Budapest University of Technology and Economics Budapest Hungary)
(Budapest University of Technology and Economics Budapest Hungary)
(CERIS, Instituto Superior Técnico, Universidade de Lisboa Lisbon Portugal)
(bim.GROUP Ltd Budapest Hungary)
Medium: journal article
Language(s): English
Published in: ce/papers, , n. 3-4, v. 6
Page(s): 53-58
DOI: 10.1002/cepa.2416
Abstract:

The sustainable composite structures are built by demountable elements in order to reuse them which can fit to the circular economy. The current research and development project – in the cooperation of Budapest University of Technology and Economics and KÉSZ Group, bim.GROUP Ltd, Hungary – is aiming to design a new kind of demountable steel‐concrete composite structural system. The key component of this construction is the demountable shear connector. In the current research, bolted shear connectors with embedded bolts and threaded rods are developed and studied which can fit to the applied technology of the industrial partner. One of the main aspects of this connection is to consider the bolt hole clearance since it occurs initial slip and stiffness reduction of the composite beam. In the first phase of the research program, the aim is to develop demountable and economical structural details which can reduce the stiffness reduction with proper strength and ductility features. To study the behaviour of these shear connections, a push‐out experimental program is developed and tested in March 2023. In the paper, the developed structural details and the push‐out experimental program with the first results are presented.

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/cepa.2416.
  • About this
    data sheet
  • Reference-ID
    10766882
  • Published on:
    17/04/2024
  • Last updated on:
    17/04/2024
 
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