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Buckling length assessment with finite element approach

Research output: Chapter in Book/Report/Conference proceedingConference contributionScientificpeer-review

Details

Original languageEnglish
Title of host publicationStability and Ductility of Steel Structures - Proceedings of the International Colloquia on Stability and Ductility of Steel Structures, 2019
EditorsFrantišek Wald, Michal Jandera
PublisherCRC Press/Balkema
Pages1145-1150
Number of pages6
ISBN (Print)9780367335038
Publication statusPublished - 2019
Publication typeA4 Article in a conference publication
EventInternational Colloquia on Stability and Ductility of Steel Structures - Prague, Czech Republic
Duration: 11 Sep 201913 Sep 2019

Conference

ConferenceInternational Colloquia on Stability and Ductility of Steel Structures
CountryCzech Republic
CityPrague
Period11/09/1913/09/19

Abstract

In the design of steel frames, the consideration of stability and buckling is an important issue. It can be done in multiple ways. If the concept of buckling length is used, widely used procedure is to calculate the eigenmodes and corresponding eigenvalues for the frame and by using them define buckling length of the members with the well-known Euler’s equation. However, it maybe difficult to tell, which eigenmode should be used for the definition of the buckling length of a specific member. Conservatively, the lowest positive eigenvalue can be used for all members. In this contribution, two methods to define the buckling length of a specific member are considered. The first one uses geometric stiffness matrix locally and the other one uses strain energy measures to identify members taking part in a buckling mode. Compared to simplified approaches presented in literature the approaches based on the finite element discretization have certain advantages. First, the method is applicable to any kind of distributed loading. Secondly, also tapered members can be handled with the technique. Moreover, the out-of-plane buckling behavior and with suitable element the lateral buckling loads can be also be assessed. The applicability and features of the methods are shown in a numerical 3D example. Both methods can be relatively easily implemented into automated frame design procedure. This is essential when optimization of frames is considered.