fire severity for structural design a uk perspective · 2016. 4. 8. · 52 fires for structural...
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Fire Severity for Structural DesignA UK Perspective
Susan Deeny, PhD
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Broadgate Phase 8
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Shaping a better world
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Experience of working in
Abu Dhabi
UAE
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Fire Severity for Structural Analysis
• Building Fire Behaviour
• Fire Severity
• Structural Response
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Building Fire Behaviour
Fuel Ventilation Geometry Boundaries
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Small-medium compartments
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Post flashover fires
L
• All fuel within enclosure is burning;
• Gas temperatures are ‘generally’ uniform
𝑴𝒇
𝑨𝒐𝒛𝒍 D
𝑻𝒔
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Spatial variation compartment temperatures
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• Considering the impacting factors again…
- Fuel: Well distributed – affects duration.
- Ventilation: affects duration and peak temperatures
- Geometry – affects growth rates and peak temperatures
Post flashover fires
Fire duration
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Fire durationAv
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Fire duration
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Post-flashover fires – Tools
Parametric design fires
Single gas temperature – time relationship
Heat and cooling phase
Available in national design documents
Considers
Ventilation
Fuel load
Thermal boundaries
Compartment size
Validated up in tests up to 100~144m2 compartments.
Likely to be unphysical for large compartments (1000m2)
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Post Flashover – Flame Projection
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Open plan compartments
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Vertical Villages
Typical Village
Compartment floor
Atrium
floors
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Travelling fires
• Witnessed in real building fires- World Trade Centres, Torres Windsor, Delft Faculty of Architecture
• Little to no experimental data (Current programmes in Europe)
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Travelling fires
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𝑴𝒇
𝑨𝒐
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𝑨𝒐
• Fuel: Distributed
• Ventilation: Large, fuel controlled fires
• Geometry: Large (100m2 +)
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Travelling fires - Tools
• Arup – UoE Methodology (Stern Gottfried & Rein)
• Near and Far field temperatures
• Fuel load density and burning area determine ‘travel speed’
• Family of fire curves required
Near Field
1200°C
Far Field
Alpert
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Very Large
Compartments
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Localised fires
• Fuel: Low/localised fuel source
• Ventilation: Large – fuel controlled burning
• Geometry: Large volume – low feedback
𝒛𝒍
𝑴𝒇
𝑨𝒐
D
L
𝑨𝒐𝑻𝒔
𝑨𝒐
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Localised fires – Structural Effects
• Exposure:
- High temperatures/heat flux local to
flame
- Limited duration due to restricted fuel
source
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Localised fires – Tools
• Plume Temperatures:- Heskestad (SFPE Handbook/EC1)
- Hasemi (SFEP Handbook/EC1)
- Alpert Ceiling Jet Correlations
- TM19 Plume Correlations
Heskestad method (left) and Hasemi method (right)
• Inputs:- Heat Release Rate (kW)
- Fire Area (m2)
- Fuel Load (MJ)
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Combustible Construction
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0 50 100 150 200 250 300 350 400 450
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C)
Time (min)
Long Duration Travelling Fire
Medium Duration Travelling Fire
Short Duration Travelling Fire
Parametric Fire
Standard Fire
Design Fire Severity
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ASTM E-119
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Time (minutes)
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Goals Solution
Time
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Ingberg’s Goal…T
emper
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Time
Tem
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TimeEqual
areas
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Goals Constraints
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Time
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Solution
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Design Fire Selection - Current method…
Design Fire
Heat transfer analysis
Structural model
How do we pick a design fire?
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Post flashover fires
Fire duration
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Fire durationAv
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Fire duration
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Design Fire Selection - Current method…
Design Fire
Heat transfer analysis
Structural model
How do we pick a design fire?
Its not practical to design our building
to resist every possible fire scenario
BS 9999 acknowledges this: an acceptance
criteria for design is defined (based on
consequence of failure)
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Con
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ce o
f fa
ilure
Building type
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All
ow
able
fai
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e
Building type
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Building type
Likelihood
Consequence
likelihood consequence Risk× =
Risk
Low
Hig
h
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Design Fire Selection - Current method…
Design Fire
Heat transfer analysis
Structural model
How do we pick a design fire?
Its not practical to design our building
to resist every possible fire scenario
BS 9999 acknowledges this: an acceptance
criteria for design is defined (based on
consequence of failure)
BS 9999 recognises that the standard fire is
inadequate, and adopts parametric curves
We now recognise that parametric fires are not
always appropriate
This approach will allow us to discard the most
onerous fires, and select specific fires for
structural design
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Risk Based Approach to Design Fire Selection
1) Physical Inputs based on
probabilistic distributions
2) Maximum protected steel
temperature used to characterise
fire severity
3) Acceptance criteria (allowable
failure rate) and selection of key
design fires
Hp/A analysis
Design Fire
Heat transfer analysis
Structural model
Compartment geometry
Fuel Load
Fire size
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Risk Based Approach to Design Fire Selection
1) Physical Inputs based on
probabilistic distributions
2) Maximum protected steel
temperature used to characterise
fire severity
3) Acceptance criteria (allowable
failure rate) and selection of key
design fires
Design Fire
Heat transfer analysis
Structural model
Compartment geometry
Fuel Load
Fire size
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(1) Physical Inputs – Key Variables
Key Variables
• Fuel Load• Compartment Area• Fire Burn Area• Heat Release Rate• Flame Temperature• Ventilation
Monte Carlo Analysis to consider potential variation
Controlled for
probabilistic
distribution and
confidence
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(1) Physical Inputs - Possible Distributions
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HRR/UA HRR/UA HRR/UA
More low HRR/UA: More medium HRR/UA: More high HRR/UA:
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istr
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Max HRR/UA Min HRR/UA
250kW/m² 550kW/m² 250kW/m² 550kW/m² 250kW/m² 550kW/m²
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Risk Based Approach to Design Fire Selection
1) Physical Inputs based on
probabilistic distributions
2) Maximum protected steel
temperature used to characterise
fire severity
3) Acceptance criteria (allowable
failure rate) and selection of key
design fires
Hp/A analysis
Design Fire
Heat transfer analysis
Structural model
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(2) Fire Severity – Maximum Steel Temperature
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Risk Based Approach to Design Fire Selection
1) Physical Inputs based on
probabilistic distributions
2) Maximum protected steel
temperature used to characterise
fire severity
3) Acceptance criteria (allowable
failure rate) and selection of key
design fires
Design Fire
Heat transfer analysis
Structural model
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(3) Acceptance Criteria & design fire selection
At 18m design fractal is 80% giving 60 minutes FR
At 40m design fractal is 96%
With sprinklers, this is reduced to ~80%
Fires that the structure
must be able to resist
Fires that the structure will
not be designed to resist
Most onerous design fires
selected for input to FE model
90 minutes of fire
protection
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100%
0%
Limiting temp
Target
reliability
Cum
ula
tive F
requency
Limiting temp
Target
reliability
Range of worst case
design fires
(3) Acceptance Criteria & design fire selection
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Fires for Structural Analysis
• Range of fires: parametric curves, travelling fires and standard
• Engineering judgement required to determine appropriate range
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Tem
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Time (min)
Long Duration Travelling Fire
Medium Duration Travelling Fire
Short Duration Travelling Fire
Parametric Fire
Standard Fire
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Structural Response
Structural Response
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Office Tower
Typical Village
Compartment floor
Atrium
floors
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Multi-storey fire
file://Global.arup.com/london/FIR/FIR-Jobs/new_sys/structures in fire/Conference_seminar papers and presentations/Presentations_Architects_Structural_Enginners/101117 BEL2 BD Pres/VilMk10U3Cont.avifile://Global.arup.com/london/FIR/FIR-Jobs/new_sys/structures in fire/Conference_seminar papers and presentations/Presentations_Architects_Structural_Enginners/101117 BEL2 BD Pres/VilMk10U3Cont.avi
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Fire spread to multiple floors - Columns
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Long-cool & Short-hot
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Travelling Fires
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An envelope of fire behaviour
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0 50 100 150 200 250 300 350 400 450
Tem
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C)
Time (min)
Long Duration Travelling Fire
Medium Duration Travelling Fire
Short Duration Travelling Fire
Parametric Fire
Standard Fire
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An Envelope of fire behaviour• Buildings structures and fire
hazard are increasingly complex
will require
• Risk based methods can remove
subjectivity in selecting design
fires
• Structural fire behaviour should
be tested under an envelope of
design fires
• Combustible construction
presents a new challenge to fire
severity