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A WEB-BASED TUTORIAL SYSTEM FOR EUROCODE STRUCTURAL FIRE ENGINEERING Dissertation by ANUJ RAMDAS Supervised by Prof. IAN BURGESS
A WEB-BASED TUTORIAL SYSTEM FOR EUROCODE STRUCTURAL FIRE ENGINEERING INTRODUCTION ,[object Object]
Protection of all external steel members would be a costly affair
To assess whether fire protection is required on the external structural steel elements of the building or if they can remain unclad
Performance depending upon the position of the member with respect to the windows,[object Object]
A WEB-BASED TUTORIAL SYSTEM FOR EUROCODE STRUCTURAL FIRE ENGINEERING AIMS ,[object Object]
Develop a web-browser-based tutorial interface,[object Object]
A WEB-BASED TUTORIAL SYSTEM FOR EUROCODE STRUCTURAL FIRE ENGINEERING HEAT TRANSFER MODEL
A WEB-BASED TUTORIAL SYSTEM FOR EUROCODE STRUCTURAL FIRE ENGINEERING HEAT TRANSFER Main source of heat transfer  Convection and Radiation Highest temperature on the external steel members are at points near to the window top. Department of Civil and Structural Engineering
A WEB-BASED TUTORIAL SYSTEM FOR EUROCODE STRUCTURAL FIRE ENGINEERING HEAT TRANSFER ,[object Object]
No forced draughtcolumn opposite window column to side of window ,[object Object],column opposite window 		column to side of window Department of Civil and Structural Engineering
A WEB-BASED TUTORIAL SYSTEM FOR EUROCODE STRUCTURAL FIRE ENGINEERING HEAT TRANSFER ,[object Object]
	No forced draught
	Forced draught
	Engulfed column with protectionDepartment of Civil and Structural Engineering
A WEB-BASED TUTORIAL SYSTEM FOR EUROCODE STRUCTURAL FIRE ENGINEERING HEAT TRANSFER ,[object Object],Department of Civil and Structural Engineering
A WEB-BASED TUTORIAL SYSTEM FOR EUROCODE STRUCTURAL FIRE ENGINEERING HEAT TRANSFER ,[object Object]
	No forced draughtFlame height > beam depth 		Flame height < beam depth ,[object Object],Department of Civil and Structural Engineering
A WEB-BASED TUTORIAL SYSTEM FOR EUROCODE STRUCTURAL FIRE ENGINEERING ASSUMPTIONS ,[object Object]
All openings such as windows in the fire compartment     are designed to be rectangular in shape.
Parameters such as compartment fire temperature, size and temperature of flames coming out of the window, convection and radiation characteristics as per EN 1991-1-2 Annex B.
Elements must be distinguished as member engulfed or not engulfed in flame depending  on the relative position with respect to the openings
Radiative heat transfer is assumed for an element which is not engulfed with flame projecting out from the windows.Department of Civil and Structural Engineering

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Dissertation Presentation

  • 1. A WEB-BASED TUTORIAL SYSTEM FOR EUROCODE STRUCTURAL FIRE ENGINEERING Dissertation by ANUJ RAMDAS Supervised by Prof. IAN BURGESS
  • 2.
  • 3. Protection of all external steel members would be a costly affair
  • 4. To assess whether fire protection is required on the external structural steel elements of the building or if they can remain unclad
  • 5.
  • 6.
  • 7.
  • 8. A WEB-BASED TUTORIAL SYSTEM FOR EUROCODE STRUCTURAL FIRE ENGINEERING HEAT TRANSFER MODEL
  • 9. A WEB-BASED TUTORIAL SYSTEM FOR EUROCODE STRUCTURAL FIRE ENGINEERING HEAT TRANSFER Main source of heat transfer Convection and Radiation Highest temperature on the external steel members are at points near to the window top. Department of Civil and Structural Engineering
  • 10.
  • 11.
  • 12.
  • 15. Engulfed column with protectionDepartment of Civil and Structural Engineering
  • 16.
  • 17.
  • 18.
  • 19.
  • 20. All openings such as windows in the fire compartment are designed to be rectangular in shape.
  • 21. Parameters such as compartment fire temperature, size and temperature of flames coming out of the window, convection and radiation characteristics as per EN 1991-1-2 Annex B.
  • 22. Elements must be distinguished as member engulfed or not engulfed in flame depending on the relative position with respect to the openings
  • 23. Radiative heat transfer is assumed for an element which is not engulfed with flame projecting out from the windows.Department of Civil and Structural Engineering
  • 24.
  • 25. Decide if through draught conditions apply or not
  • 26. Calculate flame trajectory and the fire and flame temperatures
  • 27. Draw sketches of the flame trajectory and steel position
  • 28. Modify the flame shape for flame deflection by wind in the ‘no forced draught’ case
  • 29. Calculate heat transfer to steel. Department of Civil and Structural Engineering
  • 30. A WEB-BASED TUTORIAL SYSTEM FOR EUROCODE STRUCTURAL FIRE ENGINEERING HEAT BALANCE EQUATIONS Average steel temperature Tm [K] is found by iterative solution of σ Tm4 + α Tm = Iz + If + 293α Where, σ Stefan Boltzmann constant taken as 56.7x10-12 kW/m2K4 α Coefficient for heat transfer by convection [kW/m2K] IzHeat flux by radiation from the flames [kW/m2] If Heat flux by radiation from the opening [kW/m2] Member not engulfed in flame Department of Civil and Structural Engineering
  • 31. A WEB-BASED TUTORIAL SYSTEM FOR EUROCODE STRUCTURAL FIRE ENGINEERING HEAT BALANCE EQUATIONS Average steel temperature Tm [K] is found by iterative solution of σ Tm4 + α Tm = Iz + If + α Tz Where, Tz Temperature of flame [K] IzHeat flux by radiation from the flames [kW/m2] If Heat flux by radiation from the opening [kW/m2] Member engulfed in flame Department of Civil and Structural Engineering
  • 32. A WEB-BASED TUTORIAL SYSTEM FOR EUROCODE STRUCTURAL FIRE ENGINEERING FAILURE CRITERIA The critical ‘failure’ temperature Columns - 550⁰C Beams - 620⁰C Has no consideration for load intensity imposed over the element Department of Civil and Structural Engineering
  • 33. A WEB-BASED TUTORIAL SYSTEM FOR EUROCODE STRUCTURAL FIRE ENGINEERING FIRE TEST ON REAL STRUCTURES Steel plate placed outside the fire compartment opening (Wald et al, 2009) Testing of a three-storey steel frame building by Wald et al (2009), in order to explore and compare the structural behaviour in a fire compartment as stated by the Eurocode. Department of Civil and Structural Engineering
  • 34. A WEB-BASED TUTORIAL SYSTEM FOR EUROCODE STRUCTURAL FIRE ENGINEERING FIRE TEST ON REAL STRUCTURES Comparison of measured and calculated temperatures (Wald et al, 2009) The test concluded with the confirmation that the temperature prediction within the fire compartment and beam by the Eurocode was of good quality. Department of Civil and Structural Engineering
  • 35. A WEB-BASED TUTORIAL SYSTEM FOR EUROCODE STRUCTURAL FIRE ENGINEERING WEB BASED TUTORIAL About Adobe Dreamweaver CS4 and Adobe Fireworks CS4 Department of Civil and Structural Engineering
  • 36. A WEB-BASED TUTORIAL SYSTEM FOR EUROCODE STRUCTURAL FIRE ENGINEERING WEB BASED TUTORIAL Department of Civil and Structural Engineering
  • 37. A WEB-BASED TUTORIAL SYSTEM FOR EUROCODE STRUCTURAL FIRE ENGINEERING WEB BASED TUTORIAL Department of Civil and Structural Engineering
  • 38. A WEB-BASED TUTORIAL SYSTEM FOR EUROCODE STRUCTURAL FIRE ENGINEERING CONCLUSION The web based online tutorial has an advantage of having access to teaching material on click to any user varying from students to engineers. The online web tutorial is equipped with PowerPoint presentations giving brief idea on the overall design of external steelwork. Three worked examples have also been included in order to understand the application of Eurocode based equations into real life situations. Department of Civil and Structural Engineering
  • 39. A WEB-BASED TUTORIAL SYSTEM FOR EUROCODE STRUCTURAL FIRE ENGINEERING THANK YOU Department of Civil and Structural Engineering