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(material) imperfections (e.g., residual stresses). Besides, due to high width-to-thickness ratio of I-section steel members, local buckling occurs [ 2 ]. These imperfections considerably affect the behavior of steel members and reduce their buckling

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March, 2003 (in Italian). Kato B. Rotation capacity of H section members as determined by local buckling, Journal of Constructional Steel Research , Vol. 13, 1989, pp. 95

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Pollack Periodica
Authors: Monika Nagyová, Martin Psotný, and Ján Ravinger

An actual problem of fabrication of pre-stressed concrete prefabricated elements is presented in this article. The steel form could be more than 100 m long. Inserting the polystyrene plates ten or more prefabricates can be produced in one step. The horizontal deformations represent a special problem. The simplification of the elastic support as the friction effect is introduced. The non-linear solution has been used.

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interactive buckling of thin-walled steel members, Steel & Composite Structures , Vol. 1, No. 1, 2001, pp. 75–96. Dubina D. The ECBL approach for interactive buckling of thin-walled steel

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of buckling in different temperature conditions and used Euro Code 3 Part 1–2 to determine the design load. Kodur and Dwaikat [ 8 ] used ANSYS Code to analyze the behavior of beam-column under high temperature conditions and determined the factors

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41 Det Norske Veritas (DNV), Buckling strength analysis , Classification Notes, No. 30.1. Høvik, Norway, 1995. Farkas J. Thickness design of axially

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Pollack Periodica
Authors: Ivan Baláž, Yvonna Koleková, Lýdia Moroczová, and Antonio Agüero

. Importance of the column parameters γ , ϵ , α cr , and k II is shown. The formulas, which are used in the calculations, are given in Part I, [ 1 ]. 2 Verification of the built-up column The calculation of the in-plane buckling resistance of the built

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. Buckling of offshore structures , Granada, London , 1984 . [5] Eurocode 3, Part 1.1, Design of steel structures, General rules and rules for buildings , European Committee for

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unique global and local imperfection in the shape of elastic buckling mode, (Part 1, Part 2) , Stahlbau , Vol. 82 , No. 8 , 2013 , pp. 609 – 617 ; Vol. 82, No. 9, 2013, pp. 684-694. [4

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core and the steel tube. The concrete core delays the bending and local buckling of the steel tube, while confinement of concrete through the steel tube enhances the strength and ductility of the concrete core. On the other hand, the steel tube works as

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