Interaction of bending and axial load for ferritic stainless steel RHS columns

Author:

Arrayago I.,Picci F.,Mirambell E.,Real E.

Funder

Ministerio de Economía y Competitividad (Spain)

Secretaria d׳Universitats i de Recerca del Departament d׳Economia i Coneixement de la Generalitat de Catalunya (2014 FI_B00225) and from la SUR del DEC de la Generalitat de Catalunya.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference23 articles.

1. European Committee for Standardization. EN 1993-1-1. European Committee for Standardization Eurocode 3. Design of steel structures. Part 1-1: General rules and rules for buildings. Brussels, Belgium; 2005.

2. European Committee for Standardization Eurocode 3. Design of steel structures. Part 1-4: General rules. Supplementary rules for stainless steels. Brussels, Belgium; 2006.

3. Lopes N, Vila Real P, Simões da Silva L. Numerical modelling of the flexural buckling of axially loaded stainless steel members. In: Proceedings of the third international conference on steel and composite structures, ICSCS07, Manchester, United Kingdom; 2007.

4. Lopes N, Vila Real P, Simões da Silva L. Stainless steel beam–columns interaction curves with and without lateral torsional buckling. In: Proceedings of 7th EUROMECH Solid Mechanics Conference, Lisbon; 2009.

5. Jandera M, Syamsuddin D. Interaction formula for stainless steel beam–columns. Recent research advances on thin-walled structures. In: Proceedings of the seventh European Conference on Steel and Composite Structures (EUROSTEEL), 10–12 September 2014. Napoli, Italy.

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