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KALA, Z.; VALEŠ, J.; MARTINÁSEK, J.
Original Title
Inelastic Finite Element Analysis of Lateral Buckling for Beam Structures
English Title
Type
Paper in proceedings (conference paper)
Original Abstract
The inelastic lateral–torsional buckling resistance of real I-beam loaded by uniform moment was the subject of parametric studies using nonlinear finite elements, covering various initial imperfections as initial axis curvature, material properties, residual stress, etc. The ANSYS software package was used. The finite element SOLID185 was applied to study the inelastic failures of beams. The finite element analysis considers both geometrical and material nonlinearities. The static inelastic resistance was calculated for various beam lengths, and compared with elastic resistance and with resistances based on the Eurocode buckling curves.
English abstract
Keywords
beam, inelastic stability, finite element, buckling, steel, imperfection, reliability, sensitivity
Key words in English
Authors
RIV year
2018
Released
22.02.2017
Publisher
Elsevier
Book
Modern Building Materials, Structures and Techniques
ISBN
1877-7058
Periodical
Procedia Engineering
Volume
2017
Number
172
State
United Kingdom of Great Britain and Northern Ireland
Pages from
418
Pages to
488
Pages count
8
URL
http://dx.doi.org/10.1016/j.proeng.2017.02.056
Full text in the Digital Library
http://hdl.handle.net/11012/68342
BibTex
@inproceedings{BUT133422, author="Zdeněk {Kala} and Jan {Valeš} and Josef {Martinásek}", title="Inelastic Finite Element Analysis of Lateral Buckling for Beam Structures", booktitle="Modern Building Materials, Structures and Techniques", year="2017", journal="Procedia Engineering", volume="2017", number="172", pages="418--488", publisher="Elsevier", doi="10.1016/j.proeng.2017.02.056", url="http://dx.doi.org/10.1016/j.proeng.2017.02.056" }
Documents
1-s2.0-S1877705817305623