NEW EUROCODE 4 DESIGN RULES FOR COMPOSITE BEAMS WITH PRECAST CONCRETE SLABS

Author:

Hicks Stephen J.1,Braun Matthias2,Markovic Zlatko3,Way James4

Affiliation:

1. School of Engineering University of Warwick Coventry UK

2. spannverbund Luxembourg S.A Luxembourg

3. University of Belgrade Belgrade Serbia

4. Kloeckner Metals UK UK

Abstract

AbstractAs 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.

Publisher

Wiley

Subject

General Earth and Planetary Sciences,General Environmental Science

Reference25 articles.

1. Hicks S.J.andLawson R.M. Design of composite Beams using precast concrete slabs. SCI Publication 287 Steel Construction Institute Ascot 2003

2. Couchman G.H.Design of composite beams using precast concrete slabs in accordance with Eurocode 4. SCI Publication 401 Steel Construction Institute Ascot 2014

3. EN 1994-1-1: 2004 Eurocode 4: Design of composite steel and concrete structures - Part 1-1: General rules and rules for buildings European Committee for Standardization (CEN) Brussels.

4. M/515 EN. Mandate for Amending Existing Eurocodes and Extending the Scope of Structural Eurocodes. European Commission Enterprise and Industry Directorate-General Brussels 2012

5. Response to Mandate M/515 EN ‘Towards a second generation of EN Eurocodes’ CEN/TC250 – N993 Brussels 2013

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