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PEŠEK, O.; MELCHER, J.
Original Title
Flexural Buckling of Structural Glass Columns. Initial Geometrical Imperfections as a Base for Monte Carlo Simulation
English Title
Type
Peer-reviewed article not indexed in WoS or Scopus
Original Abstract
In this paper Monte Carlo simulations of structural glass columns are presented. The simulation was performed according to the analytical second order theory of compressed elastic rods. A previous research on shape and size of initial geometrical imperfections is briefly summarized. An experimental analysis of glass columns that were performed for evaluation of equivalent geometrical imperfections is mentioned too.
English abstract
Keywords
Structural glass, flexural buckling, geometrical imperfections, Monte Carlo simulation, variation coefficient, statistical distribution, Southwell's plot
Key words in English
Authors
RIV year
2019
Released
15.01.2019
ISBN
1804-4824
Periodical
Transactions of the VŠB – Technical University of Ostrava, Civil Engineering Series
Volume
18
Number
1
State
Czech Republic
Pages from
12
Pages to
17
Pages count
6
URL
http://tces.vsb.cz/
BibTex
@article{BUT151203, author="Ondřej {Pešek} and Jindřich {Melcher}", title="Flexural Buckling of Structural Glass Columns. Initial Geometrical Imperfections as a Base for Monte Carlo Simulation", journal="Transactions of the VŠB – Technical University of Ostrava, Civil Engineering Series", year="2019", volume="18", number="1", pages="12--17", doi="10.31490/tces-2018-0003", issn="1804-4824", url="http://tces.vsb.cz/" }