Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Timber encasement of steel structures as an alternative fire insulation
This paper presents the results of an investigation on the thermal behaviour of fire‐exposed steel profiles embedded in timber elements.
Several tests were performed on small unloaded specimens in a small furnace. The different specimens were made of bare steel profiles, timber elements or steel‐timber hybrid members. Different welded I or T steel sections and wood species were used. The specimens were set horizontally (3‐side exposure) or vertically (4‐side exposure) in the furnace and heated using a couple of burners. The temperatures of the steel profiles were measured by welded K thermocouples.
The results from this experimental campaign, in terms of temperature of the furnace and of the specimens, density and moisture content of timber, were then used to calibrate a heat transfer model under Ansys finite element code. This 2D numerical model is mainly based on the behaviour laws of structural steel and timber from Eurocodes 3 and 5 respectively. Regarding the specific heat of timber, several relationships were applied. A comparative analysis of experimental and numerical results confirms the fire insulation brought to steel by timber. It also highlights the ability of the model to simulate the thermal behaviour of both steel and timber, in terms of heating and charring rates.
Timber encasement of steel structures as an alternative fire insulation
This paper presents the results of an investigation on the thermal behaviour of fire‐exposed steel profiles embedded in timber elements.
Several tests were performed on small unloaded specimens in a small furnace. The different specimens were made of bare steel profiles, timber elements or steel‐timber hybrid members. Different welded I or T steel sections and wood species were used. The specimens were set horizontally (3‐side exposure) or vertically (4‐side exposure) in the furnace and heated using a couple of burners. The temperatures of the steel profiles were measured by welded K thermocouples.
The results from this experimental campaign, in terms of temperature of the furnace and of the specimens, density and moisture content of timber, were then used to calibrate a heat transfer model under Ansys finite element code. This 2D numerical model is mainly based on the behaviour laws of structural steel and timber from Eurocodes 3 and 5 respectively. Regarding the specific heat of timber, several relationships were applied. A comparative analysis of experimental and numerical results confirms the fire insulation brought to steel by timber. It also highlights the ability of the model to simulate the thermal behaviour of both steel and timber, in terms of heating and charring rates.
Timber encasement of steel structures as an alternative fire insulation
Bihina, Gisèle (Autor:in) / Durif, Sébastien (Autor:in) / Bouchaïr, Abdelhamid (Autor:in) / Saulnier, Véronique (Autor:in) / Zhao, Bin (Autor:in)
ce/papers ; 4 ; 1289-1296
01.09.2021
8 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Fire resisting encasement of structural steel
| Engineering Index Backfile | 1943
Fire resisting encasement of structural steel work
| Engineering Index Backfile | 1942
Alternative Encasement Materials for Clod Test
| British Library Online Contents | 2003