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New Eurocode 4 Design Rules for Composite Beams with Precast Concrete Slabs

Author(s): (School of Engineering University of Warwick Coventry UK)
(spannverbund Luxembourg S.A Luxembourg)
(University of Belgrade Belgrade Serbia)
(Kloeckner Metals UK UK)
Medium: journal article
Language(s): English
Published in: ce/papers, , n. 1, v. 6
Page(s): 38-47
DOI: 10.1002/cepa.1890
Abstract:

As members of Project Team SC4.T5, the authors of this paper present the main outcomes from the work that is intended for implementation within the second generation of Eurocode 4. General design and application rules for composite design of precast concrete elements will be presented, with a particular focus on: the effective width of flanges using precast concrete elements for shear lag; design resistance to longitudinal shear; and the design resistance of headed stud connectors in the presence of precast hollow core slabs.

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.1890.
  • About this
    data sheet
  • Reference-ID
    10767410
  • Published on:
    17/04/2024
  • Last updated on:
    17/04/2024
 
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