About: Thermal-mechanical Analysis of Concrete Structure Exposed to High Temperature

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rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
Description	The fire resistance of the building structures is determined mostly by testing in an accredited laboratory. New findings have enabled the calculation of the structure fire resistance. A progressive method of calculation of the fire resistance is also mentioned in the body of European standards. Calculation of the fire resistance demands apposite determination of temperature distribution in the cross-section (heat-exposure model) and analysis of mechanical responses of the structure exposed to increased temperature (structural-response model). Therefore, the fire conditions in this article are defined by a fire field model. Thermal-mechanical analysis structures are executed by a academic version of program FEMLAB 3.3. The aim of this article is to find acceptable results of thermal and mechanical response of concrete structure by method FEM and to find more apposite mathematic model for analysis of global structural stress-strain conditions. The fire resistance of the building structures is determined mostly by testing in an accredited laboratory. New findings have enabled the calculation of the structure fire resistance. A progressive method of calculation of the fire resistance is also mentioned in the body of European standards. Calculation of the fire resistance demands apposite determination of temperature distribution in the cross-section (heat-exposure model) and analysis of mechanical responses of the structure exposed to increased temperature (structural-response model). Therefore, the fire conditions in this article are defined by a fire field model. Thermal-mechanical analysis structures are executed by a academic version of program FEMLAB 3.3. The aim of this article is to find acceptable results of thermal and mechanical response of concrete structure by method FEM and to find more apposite mathematic model for analysis of global structural stress-strain conditions. (en) The fire resistance of the building structures is determined mostly by testing in an accredited laboratory. New findings have enabled the calculation of the structure fire resistance. A progressive method of calculation of the fire resistance is also mentioned in the body of European standards. Calculation of the fire resistance demands apposite determination of temperature distribution in the cross-section (heat-exposure model) and analysis of mechanical responses of the structure exposed to increased temperature (structural-response model). Therefore, the fire conditions in this article are defined by a fire field model. Thermal-mechanical analysis structures are executed by a academic version of program FEMLAB 3.3. The aim of this article is to find acceptable results of thermal and mechanical response of concrete structure by method FEM and to find more apposite mathematic model for analysis of global structural stress-strain conditions. (cs)
Title	Thermal-mechanical Analysis of Concrete Structure Exposed to High Temperature Thermal-mechanical Analysis of Concrete Structure Exposed to High Temperature (en) Thermal-mechanical Analysis of Concrete Structure Exposed to High Temperature (cs)
skos:prefLabel	Thermal-mechanical Analysis of Concrete Structure Exposed to High Temperature Thermal-mechanical Analysis of Concrete Structure Exposed to High Temperature (en) Thermal-mechanical Analysis of Concrete Structure Exposed to High Temperature (cs)
skos:notation	RIV/61989100:27200/07:00015193!RIV08-GA0-27200___
http://linked.open.../vavai/riv/strany	100-115
http://linked.open...avai/riv/aktivita	P
http://linked.open...avai/riv/aktivity	P(GD103/05/H036)
http://linked.open...vai/riv/dodaniDat	2008
http://linked.open...aciTvurceVysledku	Kučera, Petr
http://linked.open.../riv/druhVysledku	D - Článek ve sborníku
http://linked.open...iv/duvernostUdaju	S - Úplné a pravdivé údaje nepodléhající ochraně podle zvláštních právních předpisů
http://linked.open...titaPredkladatele	Vysoká škola báňská - Technická univerzita Ostrava / Fakulta bezpečnostního inženýrství
http://linked.open...dnocenehoVysledku	455067
http://linked.open...ai/riv/idVysledku	RIV/61989100:27200/07:00015193
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	concrete; fire; heat transfer; thermal analysis; mechanical analysis (en)
http://linked.open.../riv/klicoveSlovo	thermal analysis concrete fire heat transfer mechanical analysis
http://linked.open...ontrolniKodProRIV	[2D6D8BDE831F]
http://linked.open...i/riv/mistoVydani	Grenoble
http://linked.open...i/riv/nazevZdroje	Proceedings of the European COMSOL Conference 2007
http://linked.open...in/vavai/riv/obor	BJ
http://linked.open...ichTvurcuVysledku	1 (xsd:int)
http://linked.open...cetTvurcuVysledku	1 (xsd:int)
http://linked.open...vavai/riv/projekt	Reliability analysis of structures exposed to exceptional action
http://linked.open...UplatneniVysledku	2007
http://linked.open...iv/tvurceVysledku	Kučera, Petr
number of pages	500 (xsd:int)
http://purl.org/ne...btex#hasPublisher	COMSOL MultiPhysics
https://schema.org/isbn	978-0-9766792-5-7
http://localhost/t...ganizacniJednotka	27200

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