On the resistance evaluation of lateral-torsional buckling of bisymmetrical I-section beams us ing finite element simulations

Marian Giżejowski , Radosław Szczerba , Marcin Daniel Gajewski , Zbigniew Stachura

Abstract

Evaluation of the lateral-torsional buckling resistance of bisymmetrical I-section beams using finite element method was widely discussed in the paper. Numerous FEM simulations with regard to the stability behavior of steel structural elements subjected to bending about the major principal axis were performed.
Author Marian Giżejowski IIB
Marian Giżejowski,,
- The Institute of Civil Engineering
, Radosław Szczerba WIL
Radosław Szczerba,,
- Faculty of Civil Engineering
, Marcin Daniel Gajewski IIB
Marcin Daniel Gajewski,,
- The Institute of Civil Engineering
, Zbigniew Stachura IIB
Zbigniew Stachura,,
- The Institute of Civil Engineering
Journal seriesProcedia Engineering, ISSN 1877-7058
Issue year2016
Vol153
Pages180-188
Publication size in sheets0.5
ConferenceXXV Polish – Russian – Slovak Seminar “Theoretical Foundation of Civil Engineering", 11-07-2016 - 16-07-2016, Zilina, Słowacja
Keywords in EnglishLT buckling; steel; FEM modelling; I-section; resistance evaluation
DOIDOI:10.1016/j.proeng.2016.08.100
Languageen angielski
File
XXV Polish.pdf (file archived - login or check accessibility on faculty) XXV Polish.pdf 586.79 KB
Score (nominal)15
ScoreMinisterial score = 15.0, 28-11-2017, ArticleFromJournalAndMatConf
Ministerial score (2013-2016) = 15.0, 28-11-2017, ArticleFromJournalAndMatConf
Citation count*3 (2018-02-25)
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* presented citation count is obtained through Internet information analysis and it is close to the number calculated by the Publish or Perish system.
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