This project was funded by the European Coal and Steel Community (ECSC) and ran from July 1999 to December 2002. Details of a followup project are provided at the foot of this page.
This main page contains open access information about the project for anybody with an interest in the aubject. A restricted access area is also provided the use by the project partners only
The standard procedures for prediction of thermal actions on steel/composite structures are defined in the structural Eurocodes. In addition, recent and current ECSC research programmes (NFSC1, NFSC2) address issues related to the performance of steel structures in natural fire conditions, with a view to the development and extension of the Eurocodes methodologies.
The modelling technique of computational fluid dynamics (CFD) is being extensively used in a range of engineering disciplines for simulation of fluid flow and heat transfer processes. In the past twenty years, CFD has found increasing application in fire modelling, and this has contributed to the establishment of the discipline of fire safety engineering. However, there has so far been no coordinated attempt to exploit the potential of the technique in prediction of thermal behaviour of boundary materials due to the effects of fire in buildings. This project sought to exploit CFD techniques in developing, validating and applying a comprehensive engineering methodology for prediction of thermal actions on steel and composite structures, and to contribute to the development of the fire-related Eurocodes.
Objectives
The objective of the project was to develop an engineering methodology, exploiting the advanced capabilities of computational fluid dynamics (CFD), for determining the thermal behaviour of structural elements in steel/composite-framed buildings. Specific objectives of the project are as follows:
|
Partner |
Personnel |
|
Address |
|
BRE, FRS |
Dr. Suresh KUMAR Dr. Stephen WELCH |
kumars @bre.co.uk welchs @bre.co.uk |
Building Research Establishment, Fire Research Station, Bucknalls Lane, Garston, Watford, WD25 9XX, UK |
|
Cranfield University |
Prof. J.B. MOSS Dr. Philip RUBINI |
j.b.moss @cranfield.ac.uk p.a.rubini @cranfield.ac.uk |
School of Mechanical Engineering, Cranfield University, Cranfield, Bedfordshire, MK43 0AL, UK |
|
VTT |
Simo HOSTIKKA |
simo.hostikka @vtt.fi |
VTT Building Technology, Fire Technology, Kivimiehentie 4, P.O. Box 1803, FIN-02044 Espoo, Finland |
|
AGB |
Dr.-Ing. Ulrich MAX Christian LEBEDA |
umax.agb @t-online.de christian.lebeda @tuwien.ac.ut |
Arbeitsgemeinschaft Brandsicherheit AGB, Au in den Buchen 90, D-76646 Bruchsal, Germany |
|
LABEIN |
Martin OJANGUREN Jon BARCO |
martin @labein.es jon.barco @labein.es |
LABEIN Technological Centre, Cuesta de Olabeaga, 16, E-48013 Bilbao, Spain |
|
ProfilARBED - Recherches |
M. Louis-Guy CAJOT M. Mike HALLER |
lg.cajot @profilarbed.lu mike.haller @profilarbed.lu |
ProfilARBED - Recherches, 66, rue de Luxembourg, L-4009 Esch/Alzette, Luxembourg |
For example, BRE staff installed additional instrumentation for measuring velocities and heat fluxes in the tests performed under NFSC2 at BRE's Cardington laboratory. These tests concerned fires in a 12m x 12m compartment, where the overall rate of heat release was of the order of 30-60 MW.
The following table summarises some information on these tests (updated 24/4/02):
|
Test number |
1 |
2 |
3 |
4 |
5 |
6 |
7 |
8 |
|
Date of test |
4.2.99 |
1.4.99 |
27.5.99 |
25.8.99 |
21.10.99 |
11.11.99 |
6.1.00 |
17.2.00 |
|
Fire load type |
W |
W |
W+P |
W |
W+P |
W |
W+P |
W+P |
|
Boundaries |
I |
HI |
HI |
HI |
HI |
I |
I |
I |
|
Opening |
F |
F |
F |
F+B |
F+B |
F+B |
F+B |
F |
|
Peak T_gas (C) |
1120 |
1290 |
1330 |
1337 |
1347 |
1332 |
1273 |
1326 |
|
Peak T_steel (C) |
- |
- |
- |
- |
1220 |
1301 |
1245 |
1196 |
|
Peak velocity (m/s) |
10 |
12 |
16 |
- |
n/a |
- |
- |
- |
|
Peak flux (kW/m2) |
155 |
255 |
270 |
340 |
n/a |
280 |
270 |
250 |
Key:
W = 100% wood
W+P = 80% wood, 20% plastic (by calorific value
I = compartment lining - insulating
HI = compartment lining - highly insulating
F = opening at the front only
F+B = openings at both front and back
These values are somewhat higher than those observed in typical full-scale compartment fire tests and can be attributed in part to the highly insulating walls, the inclusion of plastic in the fuel and the short residence times (due to high flow rates).
For illustrative purposes, photos from the ECSC NFSC2 test series are displayed below, showing the lighting of the fire (Test 7) and early growth phase of the fire (Test 1) respectively.
A robust CFD-based engineering modelling methodology has been developed for evaluating thermal action on steel and composite structures. The methodology has been validated by using a systematic approach of progressive verification and validation, starting with simple fire scenarios and proceeding to more complex but practical scenarios. To ensure reliability and robustness of the methodology, every partner has contributed to the model verification and validation exercise and have managed to reproduce reasonably satisfactorily the results for each scenario. Some partners have used a selection of zone and CFD models for this purpose.
Illustrative results, comparing the model predictions with the Large Compartment fire test, are shown below:
Draft recommendations have been prepared covering the treatments of a range of relevant parameters in the simpler Eurocodes methodologies. The main parameters of interest are the convective heat transfer coefficient, the various emissivities, including both “fire” and “member” emissivities, the configuration factor, the effective radiative flux and the general form of the governing heat exchange equations which draw all of these factors together.
A further set of recommendations have been developed as draft “best practice” guidance for the engineering methodology developed within the current project. These extend to:
More details will be provided in due course once these are approved by the ECSC F6 committee.
The technical contribution prepared for this meeting summarises most of the work done on the project up to that date [Word version; zipped poster].
The technical contribution prepared for the fourth annual workshop held in Prague, 11-12 October 2000 describes earlier work on the project [Word version; zipped poster].
A follow-up project is currently under negotiation with the Research Fund for Coal and Steel.
The overall objective of the proposed project is to develop an integrated engineering methodology for determining the structural performance of steel/composite-framed buildings in natural fires. The methodology will be both fundamental and comprehensive, exploiting the advanced capabilities of both computational fluid dynamics (CFD) for predicting the thermal behaviour and finite-element (FE) models for determining the mechanical response of the structure. Systematic validation of the methodology will be carried out considering test data from full-scale fire tests. The methodology will be applied to test cases and impact assessment undertaken. Design guidance will be developed as appropriate.
More detailed information on this new project will be posted here in due course.
They were initially set up by S.Welch at BRE, January 2000
Last updated July 2003
Copyright (c) BRE 2003