Evolution of Eurocode 3 - amendments to EN 1993-1-5 for plate buckling
Keywords:Eurocode, EN 1993-1-5, evolution, amendments, plate buckling
Starting in 2010 the European Commission initiated the process of evolution of the first generation of Eurocodes. Based on Mandates M/466 EN and M/515 EN, CEN/TC250 created several expert groups which deal with this evolution work. This paper reports about the common ongoing work of Working Group TC250/SC3/EN 1993-1-5 and ECCS Technical Working Group 8.3 (Plate Buckling). Amendments which have been already prepared in order to improve the ease-of-use and to cover technical development are presented. An outlook which tasks are to be addressed in further work is given.
KUHLMANN, U., et al., Valorisation of Knowledge for Competitive Steel and Composite Bridge, RFCS, European Commission, Final Report, 2009.
JOHANSSON, B., MAQUOI, R., SEDLACEK, G., MÜLLER, C., BEG, D., Commentary and worked examples to EN 1993-1-5 “Plated Structural Elements”, European Commission, 2007.
BEG, D., KUHLMANN, U., DAVAINE, L., BRAUN, B., Eurocode Design Manual – Design of Plated Structures, ECCS (Ed.), Ernst & Sohn, 2010.
BEG, D.: Background document to Amendment AM-1-5-2011-2, SC3 document N1863, 2012.
DEGÉE, H., BOISSONNADE, N., MAQUOI, R., Numerical investigations on web panels stiffened by one or two trapezoidal stiffeners, Proceedings of the 5th International Conference on Coupled Instabilities in Metal Structures, CIMS 2008, Sydney, Australia, 2008, pp. 324–332.
DAVAINE, L., Formulations de la résistance au lancement d’une âme métallique de pont raide longitudinalement, PhD Thesis D05-05, INSA de Rennes, France, 2005.
GOZZI, J., Patch loading resistance of plated girders, PhD Thesis 2007:30, Luleå University of Technology, Sweden, 2007.
CLARIN, M., Plate Buckling Resistance – Patch Loading of Longitudinally Stiffened Webs and Local Buckling, PhD Thesis 2007:31, Luleå University of Technology, Sweden, 2007.
CHACON, R., Resistance of Transversally Stiffened Hybrid Steel Plate Girders to Concentrated Loads, PhD Thesis, Universitat Politècnica de Catalunya, Barcelona, Spain, 2008.
CHACON, R., MIRAMBELL, E., REAL, E., Hybrid steel plate girders subjected to patch loading. Part 2: Design proposal, Journal of Constructional Steel Research, 66, pp. 709–715, 2010.
BRAUN, B., Stability of steel plates under combined loading, PhD Thesis, No. 2010–3, Institute of Structural Design, University of Stuttgart, 2010.
KÖVESDI, B., ALCAINE, J., DUNAI, L., MIRAMBELL, E., BRAUN, B., KUHLMANN, U., Interaction behaviour of steel I-girders under bending, shear and transverse force – Part I: Longitudinally unstiffened girders, Journal of Constructional Steel Research, 2014 (under review).
KÖVESDI, B., ALCAINE, J., DUNAI, L., MIRAMBELL, E., BRAUN, B., KUHLMANN, U., Interaction behaviour of steel I-girders under bending, shear and transverse force – Part II: Longitudinally stiffened girders, Journal of Constructional Steel Research, 2014 (under review).
KÖVESDI, B., Patch loading resistance of girders with corrugated webs, PhD Dissertation, Budapest University of Technology and Economics, Hungary, 2010.
KÖVESDI, B., BRAUN, B., KUHLMANN, U., DUNAI, L., Patch loading resistance of girders with corrugated webs, Journal of Constructional Steel Research, 66, pp. 1445–1454, 2010.
KÖVESDI, B., BRAUN, B., DUNAI, L., KUHLMANN, U., Design of girders with trapezoidally corrugated webs under patch loading, shear and bending interaction, Steel Construction – Design and Research, 5, pp. 16–22, 2012.
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