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 language | English |
|---|---|
| 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 |
| Pages | 461-468 |
| Number of pages | 8 |
| ISBN (Print) | 978-92-9147-133-1 |
| 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 http://www.ct.upt.ro/sdss2016/ |
Conference
| Conference | 2016 International Colloquium on Stability and Ductility of Steel Structures (SDSS 2016), May 30–June 1, 2016, Timisoara, Romania |
|---|---|
| Abbreviated title | SDSS 2016 |
| Country/Territory | Romania |
| City | Timisoara |
| Period | 30/05/16 → 1/06/16 |
| Internet address |
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