An Approach to Quantifying the Influence of Particle Size Distribution on Buried Blast Loading

Author:

Waddoups Ross1ORCID,Clarke Sam1ORCID,Tyas Andrew12ORCID,Rigby Sam1ORCID,Gant Matt3,Elgy Ian3

Affiliation:

1. Department of Civil and Structural Engineering, University of Sheffield, Mappin Street, Sheffield S1 3JD, UK

2. Blastech Ltd., The Innovation Centre, 217 Portobello, Sheffield S1 4DP, UK

3. Defence Science and Technology Laboratory (Dstl), Porton Down, Salisbury SP4 0JQ, UK

Abstract

Buried charges pose a serious threat to both civilians and military personnel. It is well established that soil properties have a large influence on the magnitude and variability of loading from explosive blasts in buried conditions. In this study, work has been undertaken to improve techniques for processing pressure data from discrete measurement apparatus; this is performed through the testing of truncation methodologies and the area integration of impulses, accounting for the particle size distribution (PSD) of the soils used in testing. Two experimental techniques have been investigated to allow for a comparison between a global impulse capture method and an area-integration procedure from a Hopkinson Pressure Bar array. This paper explores an area-limiting approach, based on particle size distribution, as a possible approach to derive a better representation of the loading on the plate, thus demonstrating that the spatial distribution of loading over a target can be related to the PSD of the confining material.

Funder

University of Sheffield Faculty Prize Scholarship

Defence Science and Technology Laboratory

Publisher

MDPI AG

Subject

General Earth and Planetary Sciences

Reference41 articles.

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2. Scaling the response of circular plates subjected to large and close-range spherical explosions. Part II: Buried charges;Neuberger;Int. J. Impact Eng.,2007

3. Hopkinson, B. (1915). British ordnance board minutes 13565. Natl. Arch. Kew UK.

4. Cranz, C. (1925). Lehrbuch der Ballistik, Springer.

5. A discrete particle approach to simulate the combined effect of blast and sand impact loading of steel plates;Olovsson;J. Mech. Phys. Solids,2011

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