Non-linear finite element modelling of steel-concrete-steel members in bending and shear

Marc Donnadieu, Ludovic Fülöp

Research output: Chapter in Book/Report/Conference proceedingConference article in proceedingsScientific

Abstract

Steel-Concrete-Steel (SC) construction comprises two steel plates with concrete infill. Welded studs and tie bars ensure shear transfer between steel and concrete. SC has structural advantages and leads to faster construction compared to classical reinforced concrete solutions [1][2][3][4], and advantage especially important in the industrial sectors. In this study we developed a general purpose modelling tool for evaluating the bending and shear strength of SC members. We show that most numerical modelling techniques found in the technical literature cannot predict the general behaviour of SC members. This work aimed to develop a single finite element model, which is able to predict all failure modes relevant to SC members.
Original languageEnglish
Title of host publicationThe 13th Nordic Steel Construction Conference
Subtitle of host publicationNSCC.2015
PublisherTampere University of Technology
Number of pages10
ISBN (Electronic)978-952-15-3579-6
ISBN (Print)978-952-15-3578-9
Publication statusPublished - 23 Sep 2015
MoE publication typeB3 Non-refereed article in conference proceedings
Event13th Nordic Steel Construction Conference, NSCC-2015 - Tampere, Finland
Duration: 23 Sep 201525 Sep 2015
Conference number: 13

Conference

Conference13th Nordic Steel Construction Conference, NSCC-2015
Abbreviated titleNSCC-2015
CountryFinland
CityTampere
Period23/09/1525/09/15

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    Donnadieu, M., & Fülöp, L. (2015). Non-linear finite element modelling of steel-concrete-steel members in bending and shear. In The 13th Nordic Steel Construction Conference : NSCC.2015 Tampere University of Technology.