TY - CONF A1 - Korzen, Manfred ED - Wald, F. ED - Horová, K. ED - Jirku, J. T1 - Constitutive equations for structural steel subjected to fire - some remarks T2 - International conference 'Applications of structural fire engineering' (Proceedings) N2 - Although identified on the basis of so-called instationaiy creep-tests the constifrvtive model of Eurocode 3 (EN 1993-1-2, 2010) - hereinafter refened to as EC3 - represents a non-linear rateindependent relationship between stress and meclianical strain. I.e. the experimentally observed phenomenou of creep at constant stress but linear time varying temperature is described only through the temperature dependence of the material parameters characterizing the EC3 constitutive model. As a consequence some important phenomena cannot properly be described: E.g. creep or relaxation at constant temperature, creep or relaxation at non-monotonic temperature rates or sensitivity of the instationary creep process on the temperatme rate. T2 - International conference 'Applications of structural fire engineering' CY - Prague, Czech Republic DA - 29.04.2011 KW - Constitutive equation KW - Thermal strain KW - Steel KW - Fire KW - Creep PY - 2011 SN - 978-80-01-04798-9 SP - 79 EP - 83 AN - OPUS4-23711 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - GEN A1 - Hauswaldt, Sebastian A1 - Korzen, Manfred T1 - A constitutive model for use in finite element simulations in structural fire design T2 - 11th International symposium on fire protection T2 - 11th International symposium on fire protection CY - Leipzig, Germany DA - 2010-06-08 KW - Steel KW - Fire KW - Constitutive model KW - Eurocode KW - Creep KW - Finite element simulation KW - ABAQUS KW - UMAT KW - Deformation theory of plasticity PY - 2010 SP - 1 EP - 9(?) AN - OPUS4-22683 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER -