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VALEŠ, J. STAN, T.
Original Title
FEM Modelling of Lateral-Torsional Buckling using Shell and Solid Elements
Type
conference paper
Language
English
Original Abstract
The paper describes two methods of FEM modelling of I-section beams loaded by bending moments. Series of random realizations with initial imperfections following the first eigenmode of lateral-torsional buckling were created. Two independent FEM software products were used for analyses of resistance. At the end the difference and correlation between the results as well as advantages and disadvantages of both methods are discussed. (C) 2017 Published by Elsevier Ltd.
Keywords
Imperfection; Beam; Steel; Lateral-torsional buckling; FE modelling; Stability
Authors
VALEŠ, J.; STAN, T.
Released
2. 6. 2017
Publisher
Elsevier
Location
AMSTERDAM
ISBN
9781510841802
Book
3rd International Conference on Structural and Physical Aspects of Construction Engineering, SPACE 2016; Bratislava;
1877-7058
Periodical
Procedia Engineering
Year of study
190
Number
1
State
Kingdom of the Netherlands
Pages from
464
Pages to
471
Pages count
8
URL
https://www.sciencedirect.com/science/article/pii/S1877705817325055
Full text in the Digital Library
http://hdl.handle.net/11012/204230
BibTex
@inproceedings{BUT164548, author="Jan {Valeš} and Tudor-Cristian {Stan}", title="FEM Modelling of Lateral-Torsional Buckling using Shell and Solid Elements", booktitle="3rd International Conference on Structural and Physical Aspects of Construction Engineering, SPACE 2016; Bratislava;", year="2017", journal="Procedia Engineering", volume="190", number="1", pages="464--471", publisher="Elsevier", address="AMSTERDAM", doi="10.1016/j.proeng.2017.05.365", isbn="9781510841802", issn="1877-7058", url="https://www.sciencedirect.com/science/article/pii/S1877705817325055" }