Publication detail

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

PEŠEK, O. MELCHER, J.

Original Title

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

Type

journal article - other

Language

English

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.

Keywords

Structural glass, flexural buckling, geometrical imperfections, Monte Carlo simulation, variation coefficient, statistical distribution, Southwell's plot

Authors

PEŠEK, O.; MELCHER, J.

Released

15. 1. 2019

ISBN

1804-4824

Periodical

Transactions of the VŠB – Technical University of Ostrava, Civil Engineering Series

Year of study

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/"
}