Numerical investigation into strong axis bending shear interaction in rolled I-shaped steel sections
conference paper
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 soft-ware 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 material proper-ties 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.
Topics
TNO Identifier
573576
ISBN
9789291471
Source title
Proceedings of the International Colloquium on Stability and Ductility of Steel Structures (SDSS 2016), May 30-June 1, 2016
Pages
461-468
Files
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