This paper presents a novel physical modelling method to study projectile penetration problems. The method employs a recently developed transparent synthetic soil made of oil-saturated fused quartz, which represents the macroscopic behaviour of silica sand. Digital image correlation (DIC, also known as particle image velocimetry (PIV)) techniques were employed to quantify the response of granular soils to high-speed penetration, non-intrusively. A conical nose projectile made of steel was accelerated into a transparent soil target at an impact velocity of 13.6 m/s. Visualisation of the soil deformation was made possible by means of a novel seeded plane within the transparent soil model. The complete penetration event was recorded using a high-speed digital camera. The captured images were analysed using DIC, and further analysis of displacement trajectories and strains were also carried out using in-house algorithms.
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September 2014
Research Article|
September 01 2014
Modelling of projectile penetration using transparent soils Available to Purchase
Zhibo (Chris) Chen;
Zhibo (Chris) Chen
1
Doctoral candidate, Department of Civil and Urban Engineering, New York University, Brooklyn, NY, USA
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Mehdi Omidvar;
Mehdi Omidvar
2
Doctoral candidate, Department of Civil and Urban Engineering, New York University, Brooklyn, NY, USA
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Magued Iskander, PhD, PE;
Magued Iskander, PhD, PE
3
Professor, Department of Civil and Urban Engineering, New York University, Brooklyn, NY, USA
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Stephan Bless, PhD
Stephan Bless, PhD
4
Research Professor, Department of Civil and Urban Engineering, New York University, Brooklyn, NY, USA
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Publisher: Emerald Publishing
Received:
February 24 2014
Accepted:
June 17 2014
Online ISSN: 2042-6550
Print ISSN: 1346-213X
ICE Publishing: All rights reserved
2014
International Journal of Physical Modelling in Geotechnics (2014) 14 (3): 68–79.
Article history
Received:
February 24 2014
Accepted:
June 17 2014
Citation
Chen Z(, Omidvar M, Iskander M, Bless S (2014), "Modelling of projectile penetration using transparent soils". International Journal of Physical Modelling in Geotechnics, Vol. 14 No. 3 pp. 68–79, doi: https://doi.org/10.1680/ijpmg.14.00003
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