| Reference : Large-Scale Fire Test of Unprotected Cellular Beam Acting in Membrane Action |
| Scientific journals : Article | |||
| Engineering, computing & technology : Civil engineering | |||
| http://hdl.handle.net/2268/102056 | |||
| Large-Scale Fire Test of Unprotected Cellular Beam Acting in Membrane Action | |
| English | |
Vassart, Olivier [ArcelorMittal R&D > > > >] | |
Bailey, C. G. [University of Manchester > School of Mechanical, Aerospace and Civil Engineering > > >] | |
Hawes, M. [ASD Westok Limited > > > >] | |
Nadjai, A. [University of Ulster > > > >] | |
Simms, W. I. [The Steel Construction Institute > > > >] | |
Zhao, B. [CTICM > > > >] | |
Gernay, Thomas [Université de Liège - ULg > Département Argenco : Secteur SE > Ingénierie du feu >] | |
Franssen, Jean-Marc [Université de Liège - ULg > Département Argenco : Secteur SE > Ingénierie du feu >] | |
| Dec-2011 | |
| Journal of Structural Fire Engineering [=JSFE] | |
| Multi-Science Publishing | |
| 2 | |
| 4 | |
| 259-268 | |
| International | |
| 2040-2317 | |
| Brentwood | |
| United Kingdom | |
| [en] Fire test ; Composite floor ; Cellular beam ; Membrane action ; SAFIR | |
| [en] This paper describes a full scale fire test performed the 27th of February 2010 on a
composite floor for analysing the possibility of tensile membrane action to develop when the unprotected steel beams in the central part of the floor are made of cellular beams. The natural fire was created by a wood crib fire load of 700 MJ/m2 and the 9 × 15 m floor survived the fire that peaked at 1000°C and lasted for 90 minutes. Blind predictions of the air temperature development by the software OZone and of the structural behaviour by the software SAFIR which proved quite satisfactory are also described. | |
| Research Fund for Coal and Steel | |
| FICEB | |
| Researchers ; Professionals ; Students | |
| http://hdl.handle.net/2268/102056 | |
| 10.1260/2040-2317.2.4.259 | |
| (c) Multi-Science |
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