2015
DOI: 10.1016/j.ijimpeng.2014.08.014
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Evaluation of the blast mitigating effects of fluid containers

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Cited by 29 publications
(6 citation statements)
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“…Figure 16 presents the kinetic energy of the incident shock wave, kinetic energy of the transmitted wave, kinetic energy and the internal energy of the water changed as peak incident pressure p i . It is found that: (1) most energy of the shock wave is reflected by the water barrier; (2) the increment of the kinematic energy in the water is much larger than that of the internal energy, which indicates that most of the energy from the shock wave is used to push the water splashing backward, and this conclusion is similar as reported in [11].…”
Section: Proposed 1d Analytical Model For Prediction Of the Mitigatiosupporting
confidence: 78%
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“…Figure 16 presents the kinetic energy of the incident shock wave, kinetic energy of the transmitted wave, kinetic energy and the internal energy of the water changed as peak incident pressure p i . It is found that: (1) most energy of the shock wave is reflected by the water barrier; (2) the increment of the kinematic energy in the water is much larger than that of the internal energy, which indicates that most of the energy from the shock wave is used to push the water splashing backward, and this conclusion is similar as reported in [11].…”
Section: Proposed 1d Analytical Model For Prediction Of the Mitigatiosupporting
confidence: 78%
“…It is almost impossible to theoretically deduce the whole process of the blast wave propagation and its interaction with the water wall due to the complex physical phenomena. According the results and comments from [11], the primary mitigation mechanism of the water is the momentum extraction from blast overpressure. Thus, a one-dimensional analytical approach is proposed for further analysis.…”
Section: Proposed 1d Analytical Model For Prediction Of the Mitigatiomentioning
confidence: 99%
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“…Measures may also be needed to locally limit dynamic hull deformations, particularly in critical areas where occupant survival spaces would be encroached. Structural reinforcement in critical sections as well as the use of fluids [19] are examples of methods that may be used to mitigate dynamic hull deformation.…”
Section: Loadingmentioning
confidence: 99%
“…Resnyansky and Delaney (2006) recorded a large reduction of peak incident pressure by surrounding 0.5 kg Pentolite charge with 110 l of water inside a spherical container. Bornstein et al (2015) studied water-filled container against near-field blast loading, the effects of fragments was not considered. Qi et al (2017).…”
Section: Introductionmentioning
confidence: 99%