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Material and local buckling response of ferritic stainless steel sections

Autor
Bock, M.; Gardner, L.; Real, E.
Tipus d'activitat
Article en revista
Revista
Thin-walled structures
Data de publicació
2015-04
Volum
89
Pàgina inicial
131
Pàgina final
141
DOI
https://doi.org/10.1016/j.tws.2014.12.012 Obrir en finestra nova
Repositori
http://hdl.handle.net/2117/81076 Obrir en finestra nova
URL
http://www.sciencedirect.com/science/article/pii/S026382311400367X Obrir en finestra nova
Resum
An investigation into the material response and local buckling behaviour of ferritic stainless steel structural cross-sections is presented in this paper. Particular attention is given to the strain hardening characteristics and ductility since these differ most markedly from the more common austenitic and duplex stainless steel grades. Based on collated stress-strain data on ferritic stainless steel, key aspects of the material model given in Annex C of EN 1993-1-4 [1] were evaluated and found ...
Citació
Bock, M., Gardner, L., Real, E. Material and local buckling response of ferritic stainless steel sections. "Thin-walled structures", Abril 2015, vol. 89, p. 131-141.
Paraules clau
BEHAVIOR, COLUMNS, CONTINUOUS STRENGTH METHOD, CROSS-SECTIONS, Continuous strength method, Cross-section classification, DESIGN, ENHANCEMENTS, FORMED STRUCTURAL SECTIONS, Ferritic stainless steel, Finite element modelling, HOLLOW SECTIONS, PART 1, RESIDUAL-STRESSES, Slenderness limits, Stress-strain model
Grup de recerca
ATEM - Anàlisi i Tecnologia d'Estructures i Materials

Participants