Searched for: author:"Dekker, R.W.A."
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Dekker, R.W.A. (author), Snijder, H.H. (author), Maljaars, J. (author)
The bending-shear resistance of steel cross-sections is covered in EN 1993-1-1 [1], taking presence of shear into account by a reduced yield stress for the shear area. An experimental investigation on bending-shear interaction of rolled HE280A beams in S235 and S355 was performed by means of 3-point bending tests. Two criteria were considered...
conference paper 2015
document
Dekker, R.W.A. (author), Snijder, B.H. (author), Maljaars, J. (author)
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...
conference paper 2016
document
Dekker, R.W.A. (author), Snijder, H.H. (author), Maljaars, J. (author)
Clause 6.2 of EN 1993-1-1 covers the cross-sectional resistance of steel sections. The bending-shear interaction design rules for I-shaped cross-sections make use of a reduced yield stress for the web area. On this basis, a reduced design plastic resistance moment allowing for the shear force is presented. The effect of shear on the bending...
conference paper 2017