Travelling Fires for Structural Design

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     Across Disciplines

    Fire Structures

    Fire &Structures

    The interface between fire and structures is theintersection of the two sets

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    Fire

    Fire &Structures

     Failure of structure

     at T = XºC

    Lame Substitution of the 1st  kind

    When structural engineers are entirelyreplaced by pseudo-science.

    It still survives in many standards.

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    Structures

    Fire &Structures

    Lame Substitution of the 2nd kind

    When fire engineers are entirely replaced by pseudo-science.It is mainstream.

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    Fire &Structures

     Failure of

     structures at

    T=XºC

    Lame Substitution of the 3rd kind

    When both fire and structural engineers are simultaneously

    replaced by pseudo-science. Any similarity with reality is a mere coincidence.

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    Ancient Traditional Design Fires

    Standard Fire, 1880

    (on paper since 1912)

    Swedish Curves, 1972

    Eurocode Parametric

    Curves, 1995

    Imposed assumption:Uniform burning and uniform

    temperature, just like inside a

    furnace.

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    Scale matters

    Here beFire Tests

    Over there be

    Real BuildingsBlind

    extrapolation

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    Blind extrapolation

    from limited experienceFire in Furnace 

    Fire in Normal 

    compartment

    Fire in Large compartment

    Fire in Multi-

    storey building

    Blind

    extrapolation

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    Limitations

    For example, limitations according Eurocode:

    Floor areas < 500 m2

    Near rectangular enclosures

    Heights < 4 m

    No ceilings openings

    Moderate thermal-inertia of lining

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    WTC Transit Hub

    < 500 m2 floor?

    < 4 m high?

    Excel, London

    Rectangular?

    N ili i ?I l ti li i ?

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    No ceiling opening?

    © Arup/Peter Cook/VIEW

    ©

    © Renzo Piano

    Insulating lining?

     Arup CampusThe Shard

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    Love the Architects: design is out of bounds

     Jonsdottir et al, Out of range, Fire Risk Management 2009

    • Buildings from 1850-1990: 66% of volume within limitations

    • Buildings from 2000: 8% of volume within limitations (figure)

    Modern architecture increasingly produces buildingswhose fire behaviour falls outside our field of knowledge

    We surveyed 3,000compartments, most of

    the campus, in King’s

    Buildings at the

    University of Edinburgh.

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    “The Titanic complied with all codes.

    Lawyers can make any device legal, only

    engineers can make them safe"  

    Prof VM Brannigan

    University of Maryland

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      WHY? 

    Fires have been

    observed to travel acrossa floor plate burning

    over a limited area

    Non-uniform

    temperature

    distributions

    Long fire durations (up

    to 20 h – Meridian Plaza)

    World Trade Centre, New York (2001)

    Windsor Tower, Madrid (2005)

    Faculty of Architecture, TU Delft (2008)

    Interstate Bank, Los Angeles (1988)

    One Meridian Plaza, Philadelphia (1991)

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    IGNITION SPREAD TRAVEL 

    Fire spread – large floor

    area of the fire increasing with time

     A

     Amax  Amax

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      TRAVELLING FIRES METHODOLOGY  

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    Travelling fires (TF)

    - 2.5%, 10%, 25%, and 48%

    Eurocode (EC) parametriccurves- short-hot (SH) and long-cool (LC)

    FIRE SCEARIOS

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    Heat Transfer, Tg-> Ts 

     STEEL 

     CONCRETE

    TFM

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    Structural Results – Rebar Temperature

    0

    100

    200

    300

    400

    500

    0.1 1 10 100

       R  e   b  a  r   T  e  m  p  e  r  a  t  u  r  e   (   °   C   )

     Time (h)

    2.5%

     5%

     10%

     25%

     50%

     100%

    Law et al, Engineering Structures 2011

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    Family of fires – not just one fire cast in stone

    range of sizes range of spread rates

        R   e    b   a   r    T   e   m   p   e   r   a   t   u   r   e

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      LOCATION OF PEAK TEMPERATURE 

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      COMPARISON TO TRADITIONAL METHODS(steel + 60 min fire protection) 

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    Conclusions In large compartments, post-flashover

    fire cannot occur, but a travelling fire

    would develop.

    1. TFM is a novel framework

    complementing traditional methods

    2. TFM can produce more onerous

    conditions for the structure.

    3. TFM triggers previously unnoticed

    structural mechanisms.

    4.  Among the fastest knowledge-

    transfer case from research to industry

    in FSE.

     ARUP

    S

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    4 Pancras Square Battersea

    One New Ludgate

    The ScalpelTwo New Ludgate

    S2 King’s CrossNova Victoria

    View 58

    Kings House

    Barlett, UCL

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    in UK

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