Influence of loading rate on double laminated glass panels performance in four-point bending tests

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21610%2F18%3A00323172" target="_blank" >RIV/68407700:21610/18:00323172 - isvavai.cz</a>

Nalezeny alternativní kódy

RIV/68407700:21110/18:00323172

Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Influence of loading rate on double laminated glass panels performance in four-point bending tests

Popis výsledku v původním jazyce

There are various examples of glass load bearing structures such as beams, panels, columns or even stairs in a current architecture. These members are mostly made of laminated safety glass with a polymeric interlayer between the individual glass panes. The interlayer is able to provide shear coupling of the glass panes in bending 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 laminated with PVB interlayer loaded in two different loading rates. In particular normal stress distribution along the critical cross section depending on the loading rate, maximal vertical deflections and comparison of the experimental data with simplified analytical calculation are elaborated. All bending tests were performed at CTU in Prague.

Název v anglickém jazyce

Influence of loading rate on double laminated glass panels performance in four-point bending tests

Popis výsledku anglicky

There are various examples of glass load bearing structures such as beams, panels, columns or even stairs in a current architecture. These members are mostly made of laminated safety glass with a polymeric interlayer between the individual glass panes. The interlayer is able to provide shear coupling of the glass panes in bending 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 laminated with PVB interlayer loaded in two different loading rates. In particular normal stress distribution along the critical cross section depending on the loading rate, maximal vertical deflections and comparison of the experimental data with simplified analytical calculation are elaborated. All bending tests were performed at CTU in Prague.

Druh

D - Stať ve sborníku

CEP obor

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OECD FORD obor

20102 - Construction engineering, Municipal and structural 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

2018

Kód důvěrnosti údajů

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

Název statě ve sborníku

ESaT 2018

ISBN

978-80-553-2982-6

ISSN

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e-ISSN

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Počet stran výsledku

5

Strana od-do

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Název nakladatele

Technická univerzita v Košiciach, Stavebná fakulta

Místo vydání

Košice

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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