TIMBER-CONCRETE COMPOSITE FLOORS IN FIRE

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F12%3A00194710" target="_blank" >RIV/68407700:21110/12:00194710 - isvavai.cz</a>

Result on the web

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DOI - Digital Object Identifier

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Result language

čeština

Original language name

KOMPOZITNÍ DŘEVOBETONOVÉ STROPY ZA POŽÁRU

Original language description

An efficient type of floor system which consists of timber members in the tensile zone a thin fibre concrete layer in compression zone and the connection between timber and concrete shows the possibility of using in a residential area. One of the most important requirements of these structures is fire resistance. The fire resistance of timber-fibre concrete composite elements is mainly influenced by the timber, the connectors and mixture of fibre concrete. The subject of this paper is the numerical simulation of this floor and the main point is to investigate the behaviour of the load capacity of the floor structure by using Ansys models. Accuracy of the numerical analysis fully depends on material models used in the analysis. The results obtained in the numerical simulations will be compared with experimental results. Tests will be performed on one full-size floor specimen in the Institute of Theoretical and Applied Mechanics and on one full-size floor specimen in the Fire testing lab

Czech name

KOMPOZITNÍ DŘEVOBETONOVÉ STROPY ZA POŽÁRU

Czech description

An efficient type of floor system which consists of timber members in the tensile zone a thin fibre concrete layer in compression zone and the connection between timber and concrete shows the possibility of using in a residential area. One of the most important requirements of these structures is fire resistance. The fire resistance of timber-fibre concrete composite elements is mainly influenced by the timber, the connectors and mixture of fibre concrete. The subject of this paper is the numerical simulation of this floor and the main point is to investigate the behaviour of the load capacity of the floor structure by using Ansys models. Accuracy of the numerical analysis fully depends on material models used in the analysis. The results obtained in the numerical simulations will be compared with experimental results. Tests will be performed on one full-size floor specimen in the Institute of Theoretical and Applied Mechanics and on one full-size floor specimen in the Fire testing lab

Type

D - Article in proceedings

CEP classification

JM - Structural engineering

OECD FORD branch

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Project

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Continuities

S - Specificky vyzkum na vysokych skolach

Publication year

2012

Confidentiality

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

Article name in the collection

Sborník semináře doktorandů katedry ocelových a dřevěných konstrukcí

ISBN

978-80-01-05075-0

ISSN

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e-ISSN

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Number of pages

4

Pages from-to

30-33

Publisher name

ČVUT, Fakulta stavební, Katedra ocelových a dřevěných konstrukcí

Place of publication

Praha

Event location

Praha

Event date

Mar 29, 2012

Type of event by nationality

CST - Celostátní akce

UT code for WoS article

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