Branch-switching procedure for post-buckling analysis of thin-walled steel members at elevated temperature

Author:

Possidente Luca,Tondini Nicola,Battini Jean-Marc

Funder

MIUR

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference37 articles.

1. European Comitee for Standardisation, Eurocode 3 Design of steel structures - Part 1-1: General rules and rules for buildings, 2005.

2. On the modelling of initial geometric imperfections of steel frames in advanced analysis;Shayan;J. Constr. Steel,2014

3. Chrysanthos Maraveas, Thomas Gernay, Jean-Marc Franssen (2017). Buckling of steel plates at elevated temperatures: theory of perfect plates vs finite element analysis. CONFAB 2017, 10–12 September; London, UK.

4. Chrysanthos Maraveas, Thomas Gernay, Jean-Marc Franssen, Sensitivity of elevated temperature load carrying capacity of thin-walled steel members to local imperfections. in: Proceedings of ASFE Conference, 7 September; Manchester, UK, 2017.

5. Strain-based approach to local buckling of steel sections subjected to fire;Knobloch;Constr. Steel Res.,2006

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