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

Result code in 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>
Result on the web
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DOI - Digital Object Identifier
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Result language
angličtina
Original language name
Experimental investigation of panel zone in steel beam-to-column joint at elevated temperature
Original language description
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
Czech name
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Czech description
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Project
<a href="/en/project/OC%20190" target="_blank" >OC 190: Fire safe connections</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Publication year
2010
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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