Experimental investigation of panel zone in steel beam-to-column joint at elevated temperature

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F10%3A00169514" target="_blank" >RIV/68407700:21110/10:00169514 - 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

Experimental investigation of panel zone in steel beam-to-column joint at elevated temperature

Popis výsledku v původním jazyce

This paper presents an experimental investigation of panel zone in steel end-plate connection subjected to interaction of bending moment and axial force at elevated temperature. Thermal restraint of the beam causes high axial forces during the fire whichsignificantly affects the overall behavior of the joint. A component method which has been established as an analytical technique for an ambient-temperature prediction of the joint behavior can be applied to analyze the mechanical response of the jointin case of fire. Incomplete description of some components at elevated temperature still limits the wider usage of this method. One of the most recent studied components in steel beam-to-column joint exposed to elevated temperature is the column web in shear. A set of three tests was performed at the Czech Technical University in Prague to confirm the analytical prediction model of this component. A steady-state test programme has been adopted to observe the elevated-temperature behavior

Název v anglickém jazyce

Experimental investigation of panel zone in steel beam-to-column joint at elevated temperature

Popis výsledku anglicky

This paper presents an experimental investigation of panel zone in steel end-plate connection subjected to interaction of bending moment and axial force at elevated temperature. Thermal restraint of the beam causes high axial forces during the fire whichsignificantly affects the overall behavior of the joint. A component method which has been established as an analytical technique for an ambient-temperature prediction of the joint behavior can be applied to analyze the mechanical response of the jointin case of fire. Incomplete description of some components at elevated temperature still limits the wider usage of this method. One of the most recent studied components in steel beam-to-column joint exposed to elevated temperature is the column web in shear. A set of three tests was performed at the Czech Technical University in Prague to confirm the analytical prediction model of this component. A steady-state test programme has been adopted to observe the elevated-temperature behavior

Druh

D - Stať ve sborníku

CEP obor

JM - Inženýrské stavitelství

OECD FORD obor

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Projekt

<a href="/cs/project/OC%20190" target="_blank" >OC 190: POŽÁRNĚ ODOLNÉ STYČNÍKY</a><br>

Návaznosti

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

Rok uplatnění

2010

Kód důvěrnosti údajů

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

Název statě ve sborníku

Structures and Architecture

ISBN

978-0-415-49249-2

ISSN

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e-ISSN

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Počet stran výsledku

2

Strana od-do

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Název nakladatele

University of Minho

Místo vydání

Guimaraes

Místo konání akce

Guimaraes

Datum konání akce

21. 7. 2010

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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