Print Email Facebook Twitter Numerical investigation into strong axis bending shear interaction in rolled I-shaped steel sections Title Numerical investigation into strong axis bending shear interaction in rolled I-shaped steel sections Author Dekker, R.W.A. Snijder, B.H. Maljaars, J. Publication year 2016 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 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. Subject 2015 Fluid & Solid MechanicsSR - Structural ReliabilityTS - Technical SciencesBuildings and InfrastructuresArchitecture and Building2015 Urbanisation To reference this document use: http://resolver.tudelft.nl/uuid:56e5006d-e31f-48b4-87dd-7a1c80d07f64 TNO identifier 573576 Source Proceedings of the International Colloquium on Stability and Ductility of Steel Structures (SDSS 2016), May 30-June 1, 2016, 461-468 Document type conference paper Files To receive the publication files, please send an e-mail request to TNO Library.