Full scale static loading and fire resistance tests of LSF mezzanine systems

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F22%3APU145962" target="_blank" >RIV/00216305:26110/22:PU145962 - isvavai.cz</a>

Výsledek na webu

<a href="https://jscholarship.library.jhu.edu/handle/1774.2/67693" target="_blank" >https://jscholarship.library.jhu.edu/handle/1774.2/67693</a>

DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Full scale static loading and fire resistance tests of LSF mezzanine systems

Popis výsledku v původním jazyce

The subject of the article is an experimental investigation of the actual behavior of thin-walled cold-formed C profiles used in the mezzanine systems as floor beams under the effects of static load and under the effects of fire. The aim is to determine the improved design characteristics of floor beams derived from the results of experiments, which will lead to their more economical and efficient design compared to design performed based on the rules and calculation procedures specified in the relevant European standards (Eurocodes). In total 16 static loading tests were performed on a section of the floor structure in real scale using the vacuum test method, which allows apply the uniform load. The results of static loading tests are statistically evaluated and the characteristic values of bending resistances for primary beams are derived based on the Annex D of EN 1990. Generally, the number of fire resistance tests carried out in the past on full-scale sections of load- bearing thin-walled steel s

Název v anglickém jazyce

Full scale static loading and fire resistance tests of LSF mezzanine systems

Popis výsledku anglicky

The subject of the article is an experimental investigation of the actual behavior of thin-walled cold-formed C profiles used in the mezzanine systems as floor beams under the effects of static load and under the effects of fire. The aim is to determine the improved design characteristics of floor beams derived from the results of experiments, which will lead to their more economical and efficient design compared to design performed based on the rules and calculation procedures specified in the relevant European standards (Eurocodes). In total 16 static loading tests were performed on a section of the floor structure in real scale using the vacuum test method, which allows apply the uniform load. The results of static loading tests are statistically evaluated and the characteristic values of bending resistances for primary beams are derived based on the Annex D of EN 1990. Generally, the number of fire resistance tests carried out in the past on full-scale sections of load- bearing thin-walled steel s

Druh

O - Ostatní výsledky

CEP obor

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OECD FORD obor

20102 - Construction engineering, Municipal and structural engineering

Projekt

<a href="/cs/project/FW01010206" target="_blank" >FW01010206: Zefektivnění návrhu tenkostěnných za studena tvarovaných ocelových nosníků z hlediska únosnosti a požární odolnosti</a><br>

Návaznosti

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

Rok uplatnění

2022

Kód důvěrnosti údajů

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