Print Email Facebook Twitter Experimental study into bending shear interaction of rolled I-shaped sections Title Experimental study into bending shear interaction of rolled I-shaped sections Author Dekker, R.W.A. Snijder, H.H. Maljaars, J. Publication year 2015 Abstract The bending-shear resistance of steel cross-sections is covered in EN 1993-1-1 , 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 for the evaluation of the experimental results, being the load at which complete yielding of the cross-section occurred and the ultimate resistance, i.e. the top of the load-displacement curve. Experimental results complied with the design rule when the criterion of the ultimate resistance was chosen. Yielding as failure criterion generated unconservative results for shorter beams Subject 2015 Fluid & Solid MechanicsSR - Structural ReliabilityTS - Technical SciencesBuildings and InfrastructuresMaterials2015 Urbanisation To reference this document use: http://resolver.tudelft.nl/uuid:6ac8a0df-7d24-40e8-a31d-29e774cf9684 TNO identifier 531131 Source Nordic Steel Construction Conference 2015, Tampere, Finland, 25-25 September, 2015, 1-10 Document type conference paper Files To receive the publication files, please send an e-mail request to TNO Library.