On the shape and size of initial geometrical imperfections of structural glass members

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F15%3APU113759" target="_blank" >RIV/00216305:26110/15:PU113759 - isvavai.cz</a>

Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

On the shape and size of initial geometrical imperfections of structural glass members

Popis výsledku v původním jazyce

Buckling resistance is major design parameter for many structural glass components. Buckling resistance is influenced by several parameters: boundary conditions, slenderness and initial imperfections. Initial imperfections, in particular initial geometrical out-of plane curvatures are very poorly presented in literature. In this paper measuring and determining of initial geometrical imperfections of fifteen specimens are presented. These fifteen specimens will be experimentally tested on flexural buckling resistance in future. Measured specimens had the same dimensions but they had different composition ? there are made from monolithic glass or laminated glass using PVB or EVA foil bonding together float glass panes or fully tempered glass panes. The shape of initial overall bow was measured using CARL ZEISS testing equipment. Information about initial curvature shapes and amplitudes are major conclusions resulting from statistical evaluation of experiments.

Název v anglickém jazyce

On the shape and size of initial geometrical imperfections of structural glass members

Popis výsledku anglicky

Buckling resistance is major design parameter for many structural glass components. Buckling resistance is influenced by several parameters: boundary conditions, slenderness and initial imperfections. Initial imperfections, in particular initial geometrical out-of plane curvatures are very poorly presented in literature. In this paper measuring and determining of initial geometrical imperfections of fifteen specimens are presented. These fifteen specimens will be experimentally tested on flexural buckling resistance in future. Measured specimens had the same dimensions but they had different composition ? there are made from monolithic glass or laminated glass using PVB or EVA foil bonding together float glass panes or fully tempered glass panes. The shape of initial overall bow was measured using CARL ZEISS testing equipment. Information about initial curvature shapes and amplitudes are major conclusions resulting from statistical evaluation of experiments.

Druh

D - Stať ve sborníku

CEP obor

JM - Inženýrské stavitelství

OECD FORD obor

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Projekt

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Návaznosti

S - Specificky vyzkum na vysokych skolach

Rok uplatnění

2015

Kód důvěrnosti údajů

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

Název statě ve sborníku

Sborník příspěvků Young Scientist 2015. 7th International Scientific Conference of Civil Engineering and Architecture

ISBN

978-80-553-1988-9

ISSN

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e-ISSN

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Počet stran výsledku

8

Strana od-do

1-8

Název nakladatele

Technická Univerzita v Košiciach

Místo vydání

Jasná

Místo konání akce

Jasná

Datum konání akce

8. 4. 2015

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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