TIMBER-FIBRE CONCRETE STRUCTURES IN FIRE

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F13%3A00206669" target="_blank" >RIV/68407700:21110/13:00206669 - 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

TIMBER-FIBRE CONCRETE STRUCTURES IN FIRE

Popis výsledku v původním jazyce

The main objective of the proposed project is the preparation of the analytical prediction model for the fire resistance of the fibre concrete and timber concrete slab with dispersed reinforcement. The model will utilize the current knowledge of the design of the timber concrete and steel concrete composite slabs at ambient and elevated temperatures. Based on the prepared bibliographic search the experiments at ambient and elevated temperatures will be prepared. After its evaluation and FE sensitivity study the analytical model will be prepared. The model will describe the initial behaviour, the ultimate resistance as well as ductility demands. The current generation of the materials will be taken into account: the fibre concrete and the glue laminatedbeams. The proposed model will describe the development of membrane behaviour, its progress and the achievement of the ultimate limit state including the boundary conditions. The model will facilitate the increase of the fire resistance

Název v anglickém jazyce

TIMBER-FIBRE CONCRETE STRUCTURES IN FIRE

Popis výsledku anglicky

The main objective of the proposed project is the preparation of the analytical prediction model for the fire resistance of the fibre concrete and timber concrete slab with dispersed reinforcement. The model will utilize the current knowledge of the design of the timber concrete and steel concrete composite slabs at ambient and elevated temperatures. Based on the prepared bibliographic search the experiments at ambient and elevated temperatures will be prepared. After its evaluation and FE sensitivity study the analytical model will be prepared. The model will describe the initial behaviour, the ultimate resistance as well as ductility demands. The current generation of the materials will be taken into account: the fibre concrete and the glue laminatedbeams. The proposed model will describe the development of membrane behaviour, its progress and the achievement of the ultimate limit state including the boundary conditions. The model will facilitate the increase of the fire resistance

Druh

O - Ostatní výsledky

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

2013

Kód důvěrnosti údajů

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