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Full slenderness range DSM approach for stainless steel hollow cross-section columns and beam-columns

Autor
Arrayago, I.; Rasmussen, K.J.R.; Real, E.
Tipus d'activitat
Article en revista
Revista
Journal of constructional steel research
Data de publicació
2017-11
Volum
138
Pàgina inicial
246
Pàgina final
263
DOI
https://doi.org/10.1016/j.jcsr.2017.07.011 Obrir en finestra nova
Projecte finançador
Estudio del comportamiento de estructuras de acero inoxidable ferrítico
Repositori
http://hdl.handle.net/2117/107114 Obrir en finestra nova
URL
http://www.sciencedirect.com/science/article/pii/S0143974X17301797 Obrir en finestra nova
Resum
The behaviour of austenitic, ferritic and duplex stainless steel Rectangular and Square Hollow Section members subjected to compression and combined loading is investigated in this paper. A full slenderness range Direct Strength Method (DSM) approach is proposed based on experimental results and numerical strengths obtained from FE parametric studies. The method accounts for local buckling effects and enhanced material properties are also incorporated for those members stable enough to allow par...
Paraules clau
Beam-column, Column, Direct Strength Method, Flexural Buckling, Hollow Section, Interaction Equation, Local Buckling, Stainless Steel
Grup de recerca
ATEM - Anàlisi i Tecnologia d'Estructures i Materials

Participants