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Effects of a travelling fire on a concrete column - Tisova fire test
University of Edinburgh, UK.
RISE., SP – Sveriges Tekniska Forskningsinstitut.ORCID-id: 0000-0002-4551-1045
University of Edinburgh, UK.
Imperial College London, UK.
2015 (engelsk)Inngår i: Applications of Structural Fire Engineering, 2015Konferansepaper, Publicerat paper (Fagfellevurdert)
Abstract [en]

The Tisova Fire Test was a large fire test conducted in the Czech Republic in January 2015 inside of a 4-storey concrete frame building, with concrete and composite deck floors. The test compartment was on the ground floor and the fire compartment had a total area of ca. 230m2 with a height of 4.4m. The fire compartment included four columns from the original 1958 concrete construction, one of which was instrumented for temperatures, chosen due to its higher likelihood of observable structural response both during and after the fire. This paper presents selected results of the test, concentrating on the thermal environment around the column showing the variability of temperatures through the compartment height. The paper also present the columns thermal response, as well as a post-fire assessments of the columns visual condition.

sted, utgiver, år, opplag, sider
2015.
Emneord [en]
Concrete column, Large scale structural fire test, Tisova fire test, Travelling fire
HSV kategori
Identifikatorer
URN: urn:nbn:se:ri:diva-33139DOI: 10.14311/asfe.2015.057Scopus ID: 2-s2.0-85029958092ISBN: 9788001061947 (tryckt)OAI: oai:DiVA.org:ri-33139DiVA, id: diva2:1179088
Konferanse
2015 International Conference on Applications of Structural Fire Engineering (ASFE 2015), October 15-16, 2015, Dubrovnik, Croatia
Tilgjengelig fra: 2018-01-31 Laget: 2018-01-31 Sist oppdatert: 2020-12-01bibliografisk kontrollert

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