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 Mechanics
SR - Structural Reliability
TS - Technical Sciences
Buildings and Infrastructures
Architecture and Building
2015 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