Detail publikace

Flexural Buckling of Structural Glass Columns. Initial Geometrical Imperfections as a Base for Monte Carlo Simulation

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/"
}