Glass load bearing element subjected to compression

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

Glass load bearing element subjected to compression

Popis výsledku v původním jazyce

In the modern architecture glass has unique place due to optical properties and transparency. Nowadays, glass is not used only as a window panel but it is used also for load bearing structural elements. Realization of structural elements subjected to bending, such as glass beams, railings and stairs are quite common. On the contrary the structural elements subjected to the compression are practically absent, although the glass strength in compression is significantly higher than the tensile strength. Greater use of these elements prevents the lack of information about their behavior under load or in the accidental situation. This paper summarizes the experimental results of glass columns loaded by centric pressure, which were performed in the laboratories of the CTU in Prague, Faculty of Civil Engineering. The first set of experiments was composed of three specimens in a reduced scale 1:2 to verify real behavior of glass column with hollow section under centric compression and to deter

Název v anglickém jazyce

Glass load bearing element subjected to compression

Popis výsledku anglicky

In the modern architecture glass has unique place due to optical properties and transparency. Nowadays, glass is not used only as a window panel but it is used also for load bearing structural elements. Realization of structural elements subjected to bending, such as glass beams, railings and stairs are quite common. On the contrary the structural elements subjected to the compression are practically absent, although the glass strength in compression is significantly higher than the tensile strength. Greater use of these elements prevents the lack of information about their behavior under load or in the accidental situation. This paper summarizes the experimental results of glass columns loaded by centric pressure, which were performed in the laboratories of the CTU in Prague, Faculty of Civil Engineering. The first set of experiments was composed of three specimens in a reduced scale 1:2 to verify real behavior of glass column with hollow section under centric compression and to deter

Druh

D - Stať ve sborníku

CEP obor

JH - Keramika, žáruvzdorné materiály a skla

OECD FORD obor

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Projekt

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Návaznosti

S - Specificky vyzkum na vysokych skolach

Rok uplatnění

2014

Kód důvěrnosti údajů

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

Název statě ve sborníku

Glass - Facade - Energy

ISBN

978-3-86780-402-8

ISSN

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e-ISSN

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Počet stran výsledku

9

Strana od-do

115-123

Název nakladatele

Technische Universität

Místo vydání

Darmstadt

Místo konání akce

Düsseldorf

Datum konání akce

21. 10. 2014

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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