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Article type: Research Article
Authors: O'Daniel, James | Danielson, Kent | Boone, Nicholas
Affiliations: US Army Engineer Research and Development Center, CEERD-GS-M, MS, USA | US Army Engineer Research and Development Center, CEERD-GM-I, MS, USA | US Army Engineer Research and Development Center, CEERD-GS-V, MS, USA
Note: [] Corresponding author: James O'Daniel, US Army Engineer Research and Development Center, CEERD-GS-M, 3909 Halls Ferry Road, Vicksburg, MS 39180-6199, USA. Tel.: +1 601 634 3036; Fax: +1 601 634 2211; E-mail: James.L.O'[email protected]
Abstract: Simulating fragment penetration into steel involves complicated modeling of severe behavior of the materials through multiple phases of response. Penetration of a fragment-like projectile was simulated using finite element (FE) and meshfree particle formulations. Extreme deformation and failure of the material during the penetration event were modeled with several approaches to evaluate each as to how well it represents the actual physics of the material and structural response. A steel Fragment Simulating Projectile (FSP) – designed to simulate a fragment of metal from a weapon casing – was simulated for normal impact into a flat square plate. A range of impact velocities was used to examine levels of exit velocity ranging from relatively small to one on the same level as the impact velocity. The numerical code EPIC, used for all the simulations presented herein, contains the element and particle formulations, as well as the explicit methodology and constitutive models needed to perform these simulations. These simulations were compared against experimental data, evaluating the damage caused to the projectile and the target plates, as well as comparing the residual velocity when the projectile perforated the target.
Keywords: Penetration, finite element, meshfree/meshless methods, concrete
DOI: 10.3233/SAV-2010-0523
Journal: Shock and Vibration, vol. 18, no. 3, pp. 425-436, 2011
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