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

Kód výsledku v IS VaVaI

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Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

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

Popis výsledku v původním jazyce

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

Název v anglickém jazyce

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

Popis výsledku anglicky

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

Druh

D - Stať ve sborníku

CEP obor

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OECD FORD obor

20102 - Construction engineering, Municipal and structural engineering

Projekt

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Návaznosti

S - Specificky vyzkum na vysokych skolach

Rok uplatnění

2018

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Název statě ve sborníku

Sborník příspěvků

ISBN

978-80-86433-69-1

ISSN

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e-ISSN

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Počet stran výsledku

6

Strana od-do

501-506

Název nakladatele

Neuveden

Místo vydání

Brno

Místo konání akce

Brno

Datum konání akce

25. 1. 2018

Typ akce podle státní příslušnosti

EUR - Evropská akce

Kód UT WoS článku

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