TY - CONF A1 - Korzen, Manfred ED - Moreyra Garlock, Maria E. ED - Kodur, Venkatesh K.R. T1 - Constitutive modeling for fire engineering purposes—The challenge of modeling creep in an appropriate way N2 - The phenomenon of creep of structural steel in fire engineering is gaining more and more interest. Due to shortcomings of the EC3 constitutive model and other approaches based on classical creep theory an alternative approach mainly based on the ideas of Krempl is proposed. Due to this so-called operator approach the material as well as the constitutive model is looked upon as an operator. The application of this view serves as a guide through the analysis of the relationship between experimental facts and constitutive theory especially in the context of transient creep. T2 - 9th International Conference on Structures in Fire CY - Princeton, NJ, USA DA - 08.06.2016 KW - Fire engineering KW - Creep KW - Constitutive equation PY - 2016 SN - 978-1-60595-320-5 SP - 608 EP - 615 PB - DEStech Publications, Inc. CY - Lancaster, PA, USA AN - OPUS4-37329 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - 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 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 - CONF A1 - Hauswaldt, Sebastian A1 - Korzen, Manfred A1 - Hartmann, S. ED - Fontana, M. ED - Frangi, A. ED - Knobloch, M. T1 - A continuum-mechanical model for FE-simulations of steel constructions in fire T2 - SIF 2012 - 7th International conference on structures in fire CY - Zurich, Switzerland DA - 2012-06-06 KW - Constitutive equation KW - Viscoplasticity KW - Endochronic plasticity KW - UMAT KW - Finite element method KW - Fire resistance PY - 2012 U6 - https://doi.org/10.3929/ethz-a-007050197 SP - 439 EP - 448 CY - Zurich, Switzerland AN - OPUS4-26108 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER -