By S.L. Chan, J.G. Teng and K.F. Chung (Eds.)
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Extra info for Advances in Steel Structures (ICASS '02). Proceedings of the Third International Conference on Advances in Steel Structures 9–11 December 2002, Hong Kong, China
For consistency Eqn. 2 would be replaced by Eqn. 4. s =% ^ +f s . 2) (4) Figure 5 demonstrates the improved accuracy at higher strains of the compound Ramberg-Osgood expression over the basic one for describing a typical experimental stainless steel stress-strain curve. 2% strains^ >'— • — — ,,. 02 Strain Figure 5: Comparison between compound and basic R-0 models For the description of stress-strain behaviour in compression, Eqns. 2 and 4 encounter difficuhy because there is no ultimate stress in compression due to the absence of the necking phenomenon.
2% proof stress and n is a strain hardening exponent that defines the degree of roundedness of the stress-strain curve. The basic Ramberg-Osgood formulation (Eqn. 2- At higher strains however, the model generally overestimates the stress corresponding to a given strain (Gardner & Nethercot, 2001). Recent proposals have been made to give improved accuracy. Mirambell & Real (2000) proposed to use two adjoining Ramberg-Osgood curves. The basic Ramberg-Osgood expression from Eqn. 2% proof stress, and a modified Ramberg-Osgood expression, given in Eqn.
15^^ ASCE Engineering Mechanics Conference, June 2-5, Columbia University, New York, NY. ECCS (1988) European Recommendations for Steel Construction: Buckling of Shells, 4th edition, European Convention for Constructional Steelwork, Brussels. ENV 1993-1-6 (1999) Eurocode 3: Design of steel structures. 6, CEN, Brussels. A. (1979) "A Critical Evaluation of Plastic Behavior Data and a Unified Definition of Plastic Load for Pressure Vessel Components" WRC Bull. Y. pp 1-64. S. M. , pp 12951300. M. R.
Advances in Steel Structures (ICASS '02). Proceedings of the Third International Conference on Advances in Steel Structures 9–11 December 2002, Hong Kong, China by S.L. Chan, J.G. Teng and K.F. Chung (Eds.)