scholarly journals High explosive thermodynamic equations of state for combined fragmentation and blast loading

Author(s):  
E. L. Baker ◽  
G. M. Stunzenas ◽  
L. I. Stiel ◽  
D. Murphy ◽  
A. Enea
2010 ◽  
Vol 28 (sup1) ◽  
pp. 140-153 ◽  
Author(s):  
Ernest L. Baker ◽  
Christos Capellos ◽  
Leonard I. Stiel ◽  
Jack Pincay

2008 ◽  
Vol 15 (2) ◽  
pp. 137-146 ◽  
Author(s):  
Greg C. Bessette

A coupled Euler-Lagrange solution approach is used to model the response of a buried reinforced concrete structure subjected to a close-in detonation of a high explosive charge. The coupling algorithm is discussed along with a set of benchmark calculations involving detonations in clay and sand.


CORROSION ◽  
10.5006/2855 ◽  
2018 ◽  
Vol 74 (10) ◽  
pp. 1158-1163 ◽  
Author(s):  
Brian R. Munson ◽  
Michael S. Cayard

Ammonium salts represent a common problem for the refining industry. These saltslead to fouling of piping and heat exchangers resulting in loss of duty, underdeposit corrosionwhen wetted, and corrosive sour water solutionsonce sufficient water is available to dissociate these salts into solution. To properly manage fouling and corrosion associated with these salts, knowledge of the temperatures at which these salts will deposit is critical. In this age of process control, these temperatures can be predicted in real-time provided the salt deposition temperature relationships are known. The salt deposition equations for salts most often encountered in refining are not in the public domain. To close this gap, ammonium salt deposition equations were derived for NH4Cl, NH4HS, NH4Br, and NH4Fusing fundamental thermodynamic equations of state with published thermodynamic properties for the individual chemical species/reactions.


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.


2002 ◽  
Vol 131 (3) ◽  
pp. 316-328 ◽  
Author(s):  
Michelle Barragan ◽  
Stephen Woods ◽  
Howard L. Julien ◽  
D.B. Wilson ◽  
Regor Saulsberry

Sign in / Sign up

Export Citation Format

Share Document