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PEŠEK, O. MELCHER, J.
Originální název
Flexural Buckling of Structural Glass Columns. Initial Geometrical Imperfections as a Base for Monte Carlo Simulation
Typ
článek v časopise - ostatní, Jost
Jazyk
angličtina
Originální abstrakt
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.
Klíčová slova
Structural glass, flexural buckling, geometrical imperfections, Monte Carlo simulation, variation coefficient, statistical distribution, Southwell's plot
Autoři
PEŠEK, O.; MELCHER, J.
Vydáno
15. 1. 2019
ISSN
1804-4824
Periodikum
Transactions of the VŠB – Technical University of Ostrava, Civil Engineering Series
Ročník
18
Číslo
1
Stát
Česká republika
Strany od
12
Strany do
17
Strany počet
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/" }