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An Experimental Study on the H-Beam Under Fire Load in Open Space

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초록

To validate the fire safety assessment of structures, many structural experiments under fire load have been conducted. However, most of these experiments were conducted in restricted environments, such as inside a furnace, and experiments were seldom carried out in open space. In this study, an experimental study on H-beams, frequently used as structural reinforcements, was carried out for validating the thermal-structural analysis method under development. A 1.8 MW burner fire was adopted with each end of the H-beam fixed without a mechanical load. Gas temperature, steel surface temperature, and displacements were then measured. During the experiment, gas and steel temperatures were obtained at 9 and 17 points near the H-beam, respectively. In addition, the vertical and horizontal displacements of the H-beam under fire load at 6 points were obtained. Furthermore, it was verified that the stable displacement measurements via the contact and non-contact methods were feasible in harsh environments where flames and smoke were both present.

Abstract

To validate the fire safety assessment of structures, many structural experiments under fire load have been conducted. However, most of these experiments were conducted in restricted environments, such as inside a furnace, and experiments were seldom carried out in open space. In this study, an experimental study on H-beams, frequently used as structural reinforcements, was carried out for validating the thermal-structural analysis method under development. A 1.8 MW burner fire was adopted with each end of the H-beam fixed without a mechanical load. Gas temperature, steel surface temperature, and displacements were then measured. During the experiment, gas and steel temperatures were obtained at 9 and 17 points near the H-beam, respectively. In addition, the vertical and horizontal displacements of the H-beam under fire load at 6 points were obtained. Furthermore, it was verified that the stable displacement measurements via the contact and non-contact methods were feasible in harsh environments where flames and smoke were both present.

참고문헌 (8)

  1. Choe, L. Y., "The Performance of Structural Steel Beams Subject to a Localized Fire", 9th International Conference on Structures in Fire, pp.392~399 (2016), Princeton University
  2. Cong, S., "Experimental Investigation of Behavior of Simple Supported Steel Beams Under Fire", Journal of Southeast University (Natural Science Edition), 35, pp.66~68 (2005)
  3. Hodges, J. L., "Thermographic Digital Image Correlation (TDIC) Measurements of Mechanically-Loaded Structures", 9th International Conference on Structures in Fire, pp.811~818 (2016), Princeton University
  4. Jeong Hwan Kim, "(A)new procedure for fire structural assessment of offshore installations", 박사, Dept. of Naval Architecture and Ocean Engineering, pp.2014
  5. Sang Jin Kim, "Nonlinear structural response in jet fire in association with the interaction between fire loads and time-variant geometry and material properties", Ocean Engineering, 144, pp.118~134 (2017), Elsevier BV[DOI]
  6. Rahm, M., "Progress in the Analysis and Design of Marine Structures", pp.869~876 (2017)
  7. Wainman, D. E., "Compendium of UK Standard Fire Test Data: Unprotected Structural Steel – 1" (1988), British Steel Corporation (BSC)
  8. Wainman, D. E., "The Behaviour of Unprotected Steel Floor Beams in the Standard Fire Resistance Test – Compendium of Predicted Temperature Profiles" (1990), British Steel Corporation (BSC)

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