Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Buckling of timber columns exposed to fire
A mathematical model for structural behavior of timber columns under fire has been proposed. The semi-analytical study has been carried out for evaluating the load-carrying capacity of timber columns exposed to fire. Particular emphasis has been given to critical buckling loads. For this purpose, a parametric study has been performed by which the influence of slenderness ratio, load level, and water content on critical buckling loads of timber columns have been investigated. The results of this preliminary study showed that the present semi-analytical method is conservative compared to the two simplified calculation methods offered by Eurocode 5 if the transfer of water is neglected, while, on the other hand, the results agree well for a water content of 12%. Moreover, for higher water contents, the present semi-analytical model is non-conservative compared to the Eurocode 5 methods.
Buckling of timber columns exposed to fire
A mathematical model for structural behavior of timber columns under fire has been proposed. The semi-analytical study has been carried out for evaluating the load-carrying capacity of timber columns exposed to fire. Particular emphasis has been given to critical buckling loads. For this purpose, a parametric study has been performed by which the influence of slenderness ratio, load level, and water content on critical buckling loads of timber columns have been investigated. The results of this preliminary study showed that the present semi-analytical method is conservative compared to the two simplified calculation methods offered by Eurocode 5 if the transfer of water is neglected, while, on the other hand, the results agree well for a water content of 12%. Moreover, for higher water contents, the present semi-analytical model is non-conservative compared to the Eurocode 5 methods.
Buckling of timber columns exposed to fire
Schnabl, Simon (Autor:in) / Turk, Goran (Autor:in) / Planinc, Igor (Autor:in)
10.07.2015
Fire safety journal, vol. 46, no. 7, pp. 431-439, 2011. ; ISSN: 0379-7112
Sonstige
Elektronische Ressource
Englisch
DDC:
690
Buckling of timber columns exposed to fire
British Library Online Contents | 2011
|Flexural buckling of fire exposed aluminium columns
British Library Online Contents | 2009
|Buckling and Reliability Checking of Timber Columns
British Library Conference Proceedings | 1989
|Fire Resistance of Timber Columns
British Library Online Contents | 2005
|Predicting the Buckling Strength of Timber Beam-Columns
British Library Conference Proceedings | 1998
|