Detail publikace

Monte Carlo Simulation of Flexural Buckling of Strucutral Glass Columns Based on Experiments

PEŠEK, O.

Originální název

Monte Carlo Simulation of Flexural Buckling of Strucutral Glass Columns Based on Experiments

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

angličtina

Originální abstrakt

The goal of this paper is to develop Eurocode buckling curves of structural laminated glass columns. EC buckling curves of metal member cannot be used directly because of differences in glass members behaviour: manufacturing initial imperfections, brittle bahaviour of glass and visco-elastic behaviour of interlayer. A previous research on shape and size of initial geometrical imperfections of glass members is briefly summarized, but equivalent geometrical imperfections (including all types of imperfections) is needed as a base for flexural buckling analysis. The equivalent geometrical imperfections were taken from experimental analysis evaluated using Southwell’s plot. The Monte Carlo simulation was performed according to the analytical second order theory of compressed elastic rods. The rightness of that approach was verified by experimental, theoretical and numerical analysis of that problem

Klíčová slova

Monte Carlo simulation, Initial imperfection, Flexural buckling, Second order theory, Laminated glass

Autoři

PEŠEK, O.

Vydáno

25. 1. 2018

Místo

Brno

ISBN

978-80-86433-69-1

Kniha

Sborník příspěvků

Strany od

501

Strany do

506

Strany počet

6

BibTex

@inproceedings{BUT144950,
  author="Ondřej {Pešek}",
  title="Monte Carlo Simulation of Flexural Buckling of Strucutral Glass Columns Based on Experiments",
  booktitle="Sborník příspěvků",
  year="2018",
  pages="501--506",
  address="Brno",
  isbn="978-80-86433-69-1"
}