Search Results

You are looking at 11 - 20 of 42 items for :

  • Materials and Applied Sciences x
  • Refine by Access: All Content x
Clear All

(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

Open access

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

Restricted access
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.

Restricted access

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

Restricted access

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

Restricted access

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

Restricted access

. 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

Open access
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

Restricted access

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

Restricted access

produce hexagonal openings. This process can increase the depth of a beam up to 50%, which results in a significant enhancement of the member's flexural strength, and the existence of openings in the web portions affects the buckling resistance of the

Restricted access