Four-point bending tests of double laminated glass panels with PVB in different loading rates

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F19%3A00332225" target="_blank" >RIV/68407700:21110/19:00332225 - isvavai.cz</a>

Nalezeny alternativní kódy

RIV/68407700:21610/19:00332225

Výsledek na webu

<a href="https://www.scopus.com/citation/output.uri?origin=recordpage&view=&src=s&eid=2-s2.0-85068423277&outputType=exportPdf" target="_blank" >https://www.scopus.com/citation/output.uri?origin=recordpage&view=&src=s&eid=2-s2.0-85068423277&outputType=exportPdf</a>

DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Four-point bending tests of double laminated glass panels with PVB in different loading rates

Popis výsledku v původním jazyce

Looking at the current architecture, we may notice various examples of glass load bearing structures such as panels, beams, stairs or even columns. Most of these members are made of laminated safety glass with polymeric interlayer between the individual glass panes. Polymeric interlayer is able to provide the shear coupling of glass panes due to its shear stiffness, but this stiffness is temperature and load duration dependent. Therefore, the exact laminated glass panel analysis becomes difficult. This paper is focused on double laminated heat toughened glass panels in four-point bending tests. Panels are laminated with PVB interlayer and they are loaded in two different loading rates. In particular, normal stress distribution along the critical cross section and maximal vertical deflections depending on the loading rate are highlighted. Further, the comparison of the experimental data with simplified analytical calculation is elaborated. All bending tests were performed at CTU in Prague.

Název v anglickém jazyce

Four-point bending tests of double laminated glass panels with PVB in different loading rates

Popis výsledku anglicky

Looking at the current architecture, we may notice various examples of glass load bearing structures such as panels, beams, stairs or even columns. Most of these members are made of laminated safety glass with polymeric interlayer between the individual glass panes. Polymeric interlayer is able to provide the shear coupling of glass panes due to its shear stiffness, but this stiffness is temperature and load duration dependent. Therefore, the exact laminated glass panel analysis becomes difficult. This paper is focused on double laminated heat toughened glass panels in four-point bending tests. Panels are laminated with PVB interlayer and they are loaded in two different loading rates. In particular, normal stress distribution along the critical cross section and maximal vertical deflections depending on the loading rate are highlighted. Further, the comparison of the experimental data with simplified analytical calculation is elaborated. All bending tests were performed at CTU in Prague.

Druh

D - Stať ve sborníku

CEP obor

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OECD FORD obor

20101 - Civil engineering

Projekt

<a href="/cs/project/FV10295" target="_blank" >FV10295: Vrstvené bezpečnostní sklo s výztuží</a><br>

Návaznosti

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Rok uplatnění

2019

Kód důvěrnosti údajů

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

Název statě ve sborníku

Advances and Trends in Engineering Sciences and Technologies III: Proceedings of the 3rd International Conference on Engineering Sciences and Technologies

ISBN

9780367075095

ISSN

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e-ISSN

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Počet stran výsledku

7

Strana od-do

89-95

Název nakladatele

CRC Press

Místo vydání

Boca Raton

Místo konání akce

Tatranské Matliare

Datum konání akce

12. 9. 2018

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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