Study of Destruction Mechanism of Floating-Roof Oiltank under Combustible Gaseous Explosion in a Small Scale Experiment

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The number of accidental explosions has recently increased, and more researchers focus attention on damage mechanism and safety strategy of structures. The aim of this paper is to assess the mechanical effects of an accidental explosion of a gaseous mixture and the floating-roof oiltank dynamic response subjected to external blast wave loading. For this purpose, the research is based upon an experimental study at laboratory scale. It shows that the pressure induced by blast wave on the structures rose immediately and altered dynamically. The top of the oiltank surface towards blast loading is in a tensile state with the maximum strain. It is the vulnerable place to resist the gaseous blast loading. Meanwhile, the inner liquid could induce the compression wave, and collided with the structures of the oiltank intensively. Compared with the blast wave pressure on the front, the back wall pressure transmitted by liquid collision had the same order of magnitude and longer actuation duration than the former.

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65-71

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October 2011

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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[1] Dag B., Jan R.B., Kees van W, Gas Explosion Handbook J.Hazardous Material, (1997): 52:50~72

Google Scholar

[2] Ronald Pape, Kim R. Mniszewski, Anatol Longinow, etal, Explosion phenomena and effects of explosions on structures Part 2 – Methods of Analysis (Explosion Effects), submitted to J.Practice Periodical on Structural Design and Construction (ASCE), accepted (2009)

DOI: 10.1061/(asce)sc.1943-5576.0000039

Google Scholar

[3] Baker D D., Advanced Analysis Topics for Blast Resistant Buildings in Petrochemical Facilities [C]//American Society of civil Engineers. Structures 2008: Crossing Borders. USA: American Society of Civil Engineers, (2008)

DOI: 10.1061/41016(314)174

Google Scholar

[4] K.Kowal-Michalska N., T.Kubiak, J.Swiniarski, Influence of blast pressure modeling on the dynamic response of conical and hemispherical shells, J.Thin-Walled Structures (2011):604-610

DOI: 10.1016/j.tws.2010.09.008

Google Scholar

[5] LIU X.Y., MA L.J., MA S.N, Model experiment on force characteristic of soil-embedded steel oil tank under nuclear explosion, J. PLA University of Science and Technology (Natural Science edition), (2009), :175 ~ 178 (in Chinese)

Google Scholar

[6] MU C.M., REN H.Q., LI Y.C., XIN K, Blast flow field evolution and dynamic response of a blast chamber. J.Vibration and Shock, (2008):106~111 (in Chinese)

Google Scholar

[7] Adam Z., Isabelle S., Guy M., Study of the explosion process in a small scale experiment-structural loading, J. loss prevention in the process industries, (2004): 291-299

DOI: 10.1016/j.jlp.2004.05.003

Google Scholar

[8] S. T.L., I.S., B. A, etal, Impact of a shock wave on a structure on explosion at altitude, J.loss prevention in the process industries, (2007):509-516

DOI: 10.1016/j.jlp.2007.05.004

Google Scholar

[9] LU S.Z., WANG W., ZHANG B. Y., Experimental research on destruction mechanism of large-scale floating-roof oiltank under blast loading, J.Explosion and Shock Waves, (2011):158~164(in Chinese)

Google Scholar