Numerical analysis of effects of fire to steel frame structures

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F14%3A86091177" target="_blank" >RIV/61989100:27120/14:86091177 - isvavai.cz</a>
Result on the web
<a href="http://dx.doi.org/10.4203/ccp.106.20" target="_blank" >http://dx.doi.org/10.4203/ccp.106.20</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.4203/ccp.106.20" target="_blank" >10.4203/ccp.106.20</a>

Result language
angličtina
Original language name
Numerical analysis of effects of fire to steel frame structures
Original language description
This paper describes a comparison of the results from the experiment realised in the thermal technical chamber of VŠB-TU Ostrava and numerical modelling using the finite element method in the ANSYS software. In the article the effect of a non-uniform temperature distribution along the height of the cross section in time of fire is assessed using physical and geometrical nonlinear methods of solution. There are evaluated some experimental testing to analyse behaviour of statically indeterminate steel frame structures under fire loading including solution of thermal analysis. The results of experimental testing are analysed and compared with numerical modelling where the combined analysis is used.
Czech name
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Czech description
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Publication year
2014
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection
Proceedings of the Twelfth International Conference on Computational Structures Technology : Naples, Italy 2-5 September 2014
ISBN
978-1-905088-61-4
ISSN
1759-3433
e-ISSN
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Number of pages
10
Pages from-to
"nestrankovano"
Publisher name
Civil-Comp Press
Place of publication
Kippen, Stirlingshire
Event location
Neapol
Event date
Sep 2, 2014
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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