Blast wave parameters at diminished ambient pressure

2015 ◽  
Vol 109 ◽  
pp. 235-240 ◽  
Author(s):  
M.V. Silnikov ◽  
M.V. Chernyshov ◽  
A.I. Mikhaylin
1991 ◽  
Vol 236 ◽  
Author(s):  
Stephan Küper ◽  
James Brannon

AbstractThe surface debris that results from KrF excimer laser ablation of polyimide has been investigated as a function of the pressure. and atomic or molecular weight of several ambient gases: H2, He. Ne, air, Ar, Kr, and Xe. A linear relation between the measured debris radius and the inverse third root of the ambient pressure was found to exist, consistent with the predictions of blast wave theory. No measureable debris could be observed using helium or hydrogen gases up to 1 atm. similar to previous reports on helium. The derived value of the blast energy. equal to about 5% of the incident pulse energy, was used to estimate a nascent blast pressure of approximately 150 atm. By making the assumption that surface debris will form if the ablation fragments are confined in a “small” volume for a “sufficient” time, then conclusions from blast wave theory suggest how to decrease the amount of generated debris.


1993 ◽  
Vol 18 (1) ◽  
pp. 11-17 ◽  
Author(s):  
M. M. Ismail ◽  
S. G. Murray

Author(s):  
Jihui Geng ◽  
J. Kelly Thomas

Blast walls are frequently considered as a potential mitigation option to reduce the applied blast loading on a building or structure in cases where unacceptably high levels of blast damage are predicted. There are three general explosion types of interest with respect to blast loading: High Explosive (HE), Pressure Vessel Burst (PVB), and Vapor Cloud Explosion (VCE). The blast waves resulting from these explosion types can differ significantly in terms of blast wave shape and duration. The effectiveness of a blast wall depends on these blast wave parameters (shape and duration), as well as the blast wall parameters (e.g., height, width and standoff distance from the protected structure). The effectiveness of a blast wall in terms of mitigating the blast loading on a protected structure depends on the combination of the blast wave and blast wall parameters. However, little guidance is available on the effectiveness of blast walls as a mitigation option for non-HE explosion sources. The purpose of this paper is to characterize the effect of blast wave parameters on the effectiveness of a blast wall and to provide guidance on how to determine whether a blast wall is an effective and practical blast damage mitigation option for a given blast loading.


1968 ◽  
Vol 152 (1) ◽  
pp. 103-121 ◽  
Author(s):  
Donald R. Richmond ◽  
Edward G. Damon ◽  
E. Royce Fletcher ◽  
I. Gerald Bowen ◽  
Clayton S. White

1981 ◽  
Vol 14 (4) ◽  
pp. 457-460
Author(s):  
V S Sethi ◽  
S Srinivasan ◽  
Vijay Bodhankar ◽  
O P Khurana ◽  
R Paul ◽  
...  

2011 ◽  
Vol 01 (02) ◽  
pp. 31-42 ◽  
Author(s):  
I. Sochet ◽  
D. Gardebas ◽  
S. Calderara ◽  
Y. Marchal ◽  
B. Longuet
Keyword(s):  

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