Explicit full-range stress–strain relations for stainless steel at high temperatures

Gardner, 2005, The use of stainless steel in structures, Progress in Structural Engineering and Materials, 7, 45, 10.1002/pse.190 Gardner, 2006, Fire testing and design of stainless steel structures, Journal of Constructional Steel Research, 62, 532, 10.1016/j.jcsr.2005.09.009 Mann, 1993, The structural use of stainless steel, The Structural Engineer, 71, 60 Rasmussen, 1997, Strength curves for metal columns, Journal of Structural Engineering, ASCE, 123, 721, 10.1061/(ASCE)0733-9445(1997)123:6(721) Ramberg W, Osgood WR. NACA Technical Note No. 902, 1943 Chryssanthopoulos, 2001, A method for predicting the flexural response of tubular members with non-linear stress–strain characteristics, JCSR, 57, 1197 Skelton, 1997, The Bauschinger effect, Masing model and Ramberg–Osgood relation for cyclic deformation in metals, Material Science and Engineering A, 238, 377, 10.1016/S0921-5093(97)00465-6 Mirambell, 2000, On the calculation of deflection in structural stainless steel beams: An experiment and numerical investigation, Journal of Constructional Steel Research, 54, 109, 10.1016/S0143-974X(99)00051-6 Gardner, 2004, Numerical modelling of stainless steel structural component — A consistent Approach, Journal of Structural Engineering, ASCE, 130, 1586, 10.1061/(ASCE)0733-9445(2004)130:10(1586) Gardner, 2004, Stainless steel structural design: A new approach, The Structural Engineer, 82, 21 Ashraf, 2006, Comparison strength of stainless steel cross-sections, Journal of Constructional Steel Research, 62, 105, 10.1016/j.jcsr.2005.04.010 Ashraf, 2008, Structural stainless steel design: Resistance based on deformation capacity, Journal of Structural Engineering, ASCE, 134, 402, 10.1061/(ASCE)0733-9445(2008)134:3(402) Rasmussen, 2003, Full-range stress–strain curves for stainless steel alloys, Journal of Constructional Steel Research, 59, 47, 10.1016/S0143-974X(02)00018-4 Gardner, 2004, Experiments on stainless steel hollow sections — Part 1: Material and cross-sectional behaviour, Journal of Constructional Steel Research, 60, 1291, 10.1016/j.jcsr.2003.11.006 Gardner, 2006, Structural design for non-linear metallic materials, Engineering Structures, 28, 926, 10.1016/j.engstruct.2005.11.001 Chen, 2006, Stress–strain curves for stainless steel at elevated temperatures, Engineering Structures, 28, 229, 10.1016/j.engstruct.2005.07.005 Chen, 2007, Experimental investigation of cold-formed steel material at elevated temperatures, Thin-Walled Structures, 45, 96, 10.1016/j.tws.2006.11.003 Dennis, 1983 Mostaghel, 2002, Inversion of RO equation and description of hysterisis loops, International Journal of Non-linear Mechanics, 37, 1319, 10.1016/S0020-7462(02)00025-2 Abdella, 2006, Inversion of full-range stress–strain relation for stainless steel alloys, International Journal of Non-linear Mechanics, 41, 456, 10.1016/j.ijnonlinmec.2005.10.002 Abdella, 2007, An explicit stress formulation for stainless steel applicable in tension and compression, Journal of Constructional Research, 63, 326, 10.1016/j.jcsr.2006.06.001 Slater, 1977 Chen, 1991 Hill HN. Determination of stress–strain relations from offset yield strength values. Technical note no. 927. Washington (DC): National advisory Committee for aeronautics EC3. Eurocode 3: Design of steel structures-Part 1.2: General rules-Structural fire design. Brussels: European Committee for Standardization. DD ENV 1993-1-2:2001, CEN; 2001