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


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 (FCE / ICE)
Marian Giżejowski,,
- The Institute of Civil Engineering
, Radosław Szczerba (FCE)
Radosław Szczerba,,
- Faculty of Civil Engineering
, Marcin Daniel Gajewski (FCE / ICE)
Marcin Daniel Gajewski,,
- The Institute of Civil Engineering
, Zbigniew Stachura (FCE / ICE)
Zbigniew Stachura,,
- The Institute of Civil Engineering
Journal seriesProcedia Engineering, ISSN 1877-7058
Issue year2016
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
Languageen angielski
XXV Polish.pdf 586.79 KB
Score (nominal)15
Score sourceconferenceIndex
ScoreMinisterial score = 15.0, 12-06-2020, ArticleFromJournalAndMatConfByConferenceseries
Ministerial score (2013-2016) = 15.0, 12-06-2020, ArticleFromJournalAndMatConfByConferenceseries
Publication indicators Scopus Citations = 4; WoS Citations = 2; GS Citations = 7.0
Citation count*7 (2020-09-20)
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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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