Calculation of pure distortional elastic buckling loads of members subjected to compression via the finite element method

Author:

Casafont Miquel,Marimon Frederic,Pastor Maria Magdalena

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference26 articles.

1. Verallgemeinerte technische biegetheorie;Schardt,1989

2. Eurocode 3: Design of steel structures-Part 1-3: General rules—supplementary rules for cold-formed members and sheeting. CEN European Committee for Standardisation, Brussels, 2004 (Draft).

3. Specification for the Design of Cold-Formed Steel Structural Members. Appendix 1. Design of Cold-Formed Steel Structural Members Using the Direct Strength Method. American Iron and Steel Institute, 2004.

4. Distortional buckling formulae for cold-formed steel C and Z-section members. Part I—derivation;Silvestre;Thin-Walled Structures,2004

5. Distortional buckling formulae for cold-formed steel C and Z-section members. Part II—validation and application;Silvestre;Thin-Walled Structures,2004

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