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Temperature Elevations of Structural Steel Components Exposed to Fire

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Advanced Analysis and Design for Fire Safety of Steel Structures

Part of the book series: Advanced Topics in Science and Technology in China ((ATSTC))

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Abstract

This chapter will introduce heat transfer from a fire to structural steel components and its modeling in the context of structural engineering for fire safety. There are three basic mechanisms of heat transfer (a) conduction, (b) convection and (c) radiation. In conduction, energy is exchanged in solids on a molecular scale but without any movement of macroscopic portions of matter relative to one another. Convection refers to heat transfer at the interface between a fluid and a solid surface. Radiation is the exchange of energy by electromagnetic waves which can be absorbed, transmitted or reflected at a surface. Unlike conduction and convection, heat transfer by radiation does not require any intervening medium between the heat source and the receiver.

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References

  1. C. M. Yu. Heat Transfer and Numerical Simulation. Tsinghu University Press, 1982.

    Google Scholar 

  2. G. Q. Li, L. H. Han, G. B. Lou, and S. C. Jiang. Steel and Steel-Concrete Composite Structures Fire Resistance Design. China Architecture & Building Press, 2006.

    Google Scholar 

  3. International Organization for Standardization. Fire-Resistance Tests, Elements of Building Construction, Part 1: General Requirements. International Organization for Standardization, 1999.

    Google Scholar 

  4. U. Wickstrom. Temperature analysis of havily-insulated steel structures exposed to fire. Fire Safety Journal, 9, 1995.

    Google Scholar 

  5. China Association for Engineering Construction Standardization. Technical Code for Fire Safety of Steel Structures in Buildings CECS200-2006). China Plan Press, 2006.

    Google Scholar 

  6. European Committee for Standardization. EN1993-1-2. Eurocode 3: De-sign of Steel Structures, Part 1.2, General Rules, Structural Fire Design. European Committee for Standardization, 2005.

    Google Scholar 

  7. D. Z. Ma and Y. Q. Li. Material properties of hot rolled steel members with heavy section under fire. Industry Building, 3, 1990.

    Google Scholar 

  8. X. Q. Kong. Application of the finite element method in heat exchange (third edition). Science Press, 1998.

    Google Scholar 

  9. Y. Du and G. Q. Li. Simplified algorithm of steel member at elevated temperature in large space fire based on field model. Fire Science and Technology, 3, 2006.

    Google Scholar 

  10. Y. Du and G. Q. Li. Practical calculation method for temperature elevation of steel members on flame radiation in large space building fire. Journal of Architecture and Civil Engineering, 3, 2008.

    Google Scholar 

  11. Y. Du and G. Q. Li. Fire radiation effect on steel member at elevated temperature in large space fire. Fire Safety Science, 4, 2006.

    Google Scholar 

  12. Y. Du, Y. Z. Lu, and Q.I. Jiang. Simplified conditions of elevated temperature for structural members based on field model. Fire Science and Technology, 3, 2010.

    Google Scholar 

  13. Y. Du. A Practical Approach for Fire Risitance Design of Large Space Building Grid Structures. PhD thesis, Tongji University, 2007.

    Google Scholar 

  14. E. E. Zukoski, T. Kubota, and B. Cetegen. Entrainment in fire plumes. Fire Science and Technology, 3(3):107–121, 1981.

    Google Scholar 

  15. B. M. Cetegen, E. E. Zukoski, and T. Kubota. Entrainment and flame geometry of fire plumes. Technical Report, No. PB-83-107847. California Institute of Technology, Pasadena (USA), 1982.

    Google Scholar 

  16. J. Q. Huang, G. Q. Li, P. Q. Bao, and K. Liu. Influence of flame radiation on temperature rising of steel members in large space fire. Fire Science and Technology, 5, 2008.

    Google Scholar 

  17. Y. Du and G. Q. Li. Standard for steel structures without fire protection in large space buildings fire. Fire Science and Technology, 7, 2008.

    Google Scholar 

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© 2013 Zhejiang University Press, Hangzhou and Springer-Verlag Berlin Heidelberg

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Li, G., Wang, P. (2013). Temperature Elevations of Structural Steel Components Exposed to Fire. In: Advanced Analysis and Design for Fire Safety of Steel Structures. Advanced Topics in Science and Technology in China. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-34393-3_4

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  • DOI: https://doi.org/10.1007/978-3-642-34393-3_4

  • Publisher Name: Springer, Berlin, Heidelberg

  • Print ISBN: 978-3-642-34392-6

  • Online ISBN: 978-3-642-34393-3

  • eBook Packages: EngineeringEngineering (R0)

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