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.
|Title of host publication||Proceedings of the International Colloquium on Stability and Ductility of Steel Structures|
|Editors||Dan Dubina, Viorel Ungureanu|
|Place of Publication||Timisoara|
|Publisher||Wiley Ernst & Sohn|
|Number of pages||8|
|Publication status||Published - 2016|
|Event||2016 International Colloquium on Stability and Ductility of Steel Structures (SDSS 2016), May 30–June 1, 2016, Timisoara, Romania - Timisoara, Romania|
Duration: 30 May 2016 → 1 Jun 2016
|Conference||2016 International Colloquium on Stability and Ductility of Steel Structures (SDSS 2016), May 30–June 1, 2016, Timisoara, Romania|
|Abbreviated title||SDSS 2016|
|Period||30/05/16 → 1/06/16|
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.