Numerical investigation into strong axis bending-shear interaction in rolled I-shaped steel sections

R.W.A. Dekker, H.H. Snijder, J. Maljaars

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Abstract

Clause 6.2.8 of EN 1993-1-1 covers the design rules on bending-shear resistance, taking presence of shear into account by a reduced yield stress for the shear area. Numerical research on bending-shear interaction by means of the Abaqus Finite Element modelling software is presented. The numerical model is validated against the experimental results. A material model based on various tensile test coupons was used incorporating the actual mate-rial properties within the tested cross-section. Strong axis three-point bending tests were simulated by means of continuum solid elements. Good agreement was achieved between numerical and experimental result, both are compared with the EN 1993-1-1 design rule.
Original languageEnglish
Title of host publicationProceedings of the International Colloquium on Stability and Ductility of Steel Structures
EditorsDan Dubina, Viorel Ungureanu
Place of PublicationTimisoara
PublisherWiley Ernst & Sohn
Pages461-468
Number of pages8
ISBN (Print)978-92-9147-133-1
Publication statusPublished - 2016
Event2016 International Colloquium on Stability and Ductility of Steel Structures (SDSS 2016), May 30–June 1, 2016, Timisoara, Romania - Timisoara, Romania
Duration: 30 May 20161 Jun 2016
http://www.ct.upt.ro/sdss2016/

Conference

Conference2016 International Colloquium on Stability and Ductility of Steel Structures (SDSS 2016), May 30–June 1, 2016, Timisoara, Romania
Abbreviated titleSDSS 2016
CountryRomania
CityTimisoara
Period30/05/161/06/16
Internet address

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    Dekker, R. W. A., Snijder, H. H., & Maljaars, J. (2016). Numerical investigation into strong axis bending-shear interaction in rolled I-shaped steel sections. In D. Dubina, & V. Ungureanu (Eds.), Proceedings of the International Colloquium on Stability and Ductility of Steel Structures (pp. 461-468). Wiley Ernst & Sohn.