Experiments on membrane action of composite floors with steel fibre reinforced concrete slab exposed to fire

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F13%3A00205360" target="_blank" >RIV/68407700:21110/13:00205360 - isvavai.cz</a>

Výsledek na webu

<a href="http://www.elsevier.com/locate/firesaf" target="_blank" >http://www.elsevier.com/locate/firesaf</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1016/j.bbr.2011.03.031" target="_blank" >10.1016/j.bbr.2011.03.031</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Experiments on membrane action of composite floors with steel fibre reinforced concrete slab exposed to fire

Popis výsledku v původním jazyce

The resistance of composite floor structures traditionally composes of the elemental resistance of the concrete slab and that of the composite beams. The fire resistance of a properly designed floor structure increases due to its membrane behaviour. Itsevaluation is based on advanced as well as simple design procedures approved by tests, for partially protected floors reaching 60 min and more. Composite structures are increasingly reinforced by steel fibres instead of steel bars. Due to an equal distribution of reinforcement steel fibre reinforced concrete (SFRC) achieves better deformation capacity compared to the traditional reinforced concrete even at elevated temperatures. Therefore, questions have been raised about its fire resistance and utilisation of membrane action of the floor.

Název v anglickém jazyce

Experiments on membrane action of composite floors with steel fibre reinforced concrete slab exposed to fire

Popis výsledku anglicky

The resistance of composite floor structures traditionally composes of the elemental resistance of the concrete slab and that of the composite beams. The fire resistance of a properly designed floor structure increases due to its membrane behaviour. Itsevaluation is based on advanced as well as simple design procedures approved by tests, for partially protected floors reaching 60 min and more. Composite structures are increasingly reinforced by steel fibres instead of steel bars. Due to an equal distribution of reinforcement steel fibre reinforced concrete (SFRC) achieves better deformation capacity compared to the traditional reinforced concrete even at elevated temperatures. Therefore, questions have been raised about its fire resistance and utilisation of membrane action of the floor.

Druh

J_x - Nezařazeno - Článek v odborném periodiku (Jimp, Jsc a Jost)

CEP obor

JM - Inženýrské stavitelství

OECD FORD obor

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Projekt

<a href="/cs/project/GAP105%2F10%2F2159" target="_blank" >GAP105/10/2159: Modely membránového působení stropních desek vystavených požáru</a><br>

Návaznosti

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

Rok uplatnění

2013

Kód důvěrnosti údajů

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

Název periodika

Fire Safety Journal

ISSN

0379-7112

e-ISSN

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Svazek periodika

59

Číslo periodika v rámci svazku

6

Stát vydavatele periodika

NL - Nizozemsko

Počet stran výsledku

11

Strana od-do

111-121

Kód UT WoS článku

000321178900013

EID výsledku v databázi Scopus

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