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Investigation of Metal Built-Up Columns, Part I: Formulae

Baláž, Ivan and Koleková, Yvonna and Moroczová, Lýdia and Agüero, Antonio (2021) Investigation of Metal Built-Up Columns, Part I: Formulae. POLLACK PERIODICA : AN INTERNATIONAL JOURNAL FOR ENGINEERING AND INFORMATION SCIENCES, 16 (1). pp. 65-70. ISSN 1788-1994 (print); 1788-3911 (online)

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Abstract

Eurocodes give guidance how to design built-up columns having effective bending stiffness, smeared shear stiffness and local bow imperfection amplitude e0= L/500 under compression. The guidance is valid only for columns supported by hinges at their ends. The second order theory is presented, which allows analysis of the battened and laced built-up columns with initial imperfection under combined compression and bending with the bottom end fixed and the upper one free in the case of in-plane buckling. The application of the theory in several numerical examples is given in Part II.

Item Type: Article
Additional Information: MTA KFB támogatási szerződés alapján archiválva
Subjects: T Technology / alkalmazott, műszaki tudományok > TA Engineering (General). Civil engineering (General) / általános mérnöki tudományok
SWORD Depositor: MTMT SWORD
Depositing User: MTMT SWORD
Date Deposited: 01 Feb 2022 14:10
Last Modified: 25 Mar 2023 00:15
URI: http://real.mtak.hu/id/eprint/136900

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