Přístupnostní navigace
E-přihláška
Vyhledávání Vyhledat Zavřít
Detail publikace
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
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" }