Explosions in buildings: modeling and interpretation of real accidents

Research output: Contribution to journalArticle

14 Citations (Scopus)

Abstract

Real explosions in domestic structures (Rasbash and Stretch, Struct. Eng 1969;47;403-11) and industrial plants (Howard, Loss Prevention 1972;6;68-73) have been analyzed. Deflagration dynamics are solved for enclosures of volumes of 130-8000 m3 for vent release overpressures in the range of 0-0.21 bar, and for different inertia of covers over the venting spaces in the range 0-15 kg/m2. From comparisons of the real explosion data with the modeling of pressure-time behavior during vented gaseous deflagrations according to an earlier lumped parameter theory values of the main parameter, a turbulence factor, χ, are obtained. The results suggest the combustion is highly turbulent for real conditions in domestic structures (turbulence factor χ ≥ 8 with discharge coefficient μ = 0.6) and especially in large-scale enclosures such as a plant, with internal obstacles (turbulence factor χ ≥ 17). On the basis of the devised effective turbulence factors (the ratio χ/μ) the design procedures for avoiding the development of excessive overpressures during deflagrations, in both domestic and industrial plant, can be improved.

LanguageEnglish
Pages45-56
Number of pages12
JournalFire Safety Journal
Volume33
Issue number1
DOIs
Publication statusPublished - 1 Jan 1999

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accidents
deflagration
Explosions
explosions
Accidents
Turbulence
turbulence
overpressure
enclosure
Enclosures
industrial plants
Industrial plants
discharge coefficient
Loss prevention
venting
Vents
vents
Discharge (fluid mechanics)
inertia

Cite this

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abstract = "Real explosions in domestic structures (Rasbash and Stretch, Struct. Eng 1969;47;403-11) and industrial plants (Howard, Loss Prevention 1972;6;68-73) have been analyzed. Deflagration dynamics are solved for enclosures of volumes of 130-8000 m3 for vent release overpressures in the range of 0-0.21 bar, and for different inertia of covers over the venting spaces in the range 0-15 kg/m2. From comparisons of the real explosion data with the modeling of pressure-time behavior during vented gaseous deflagrations according to an earlier lumped parameter theory values of the main parameter, a turbulence factor, χ, are obtained. The results suggest the combustion is highly turbulent for real conditions in domestic structures (turbulence factor χ ≥ 8 with discharge coefficient μ = 0.6) and especially in large-scale enclosures such as a plant, with internal obstacles (turbulence factor χ ≥ 17). On the basis of the devised effective turbulence factors (the ratio χ/μ) the design procedures for avoiding the development of excessive overpressures during deflagrations, in both domestic and industrial plant, can be improved.",
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Explosions in buildings : modeling and interpretation of real accidents. / Molkov, V. V.

In: Fire Safety Journal, Vol. 33, No. 1, 01.01.1999, p. 45-56.

Research output: Contribution to journalArticle

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