Impact of Thin-Walled Projectiles with Concrete Targets

An experimental program to determine the response of thin-walled steel projectiles to the impact with concrete targets was recently conducted. The projectiles were fired against 41-MPa concrete targets at an impact velocity of 290 m/s. This article contains an outline of the experimental program, an...

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Main Authors: Rayment E. Moxley, Mark D. Adley, Bob Rohani
Format: Article
Language:English
Published: Wiley 1995-01-01
Series:Shock and Vibration
Online Access:http://dx.doi.org/10.3233/SAV-1995-2501
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author Rayment E. Moxley
Mark D. Adley
Bob Rohani
author_facet Rayment E. Moxley
Mark D. Adley
Bob Rohani
author_sort Rayment E. Moxley
collection DOAJ
description An experimental program to determine the response of thin-walled steel projectiles to the impact with concrete targets was recently conducted. The projectiles were fired against 41-MPa concrete targets at an impact velocity of 290 m/s. This article contains an outline of the experimental program, an examination of the results of a typical test, and predictions of projectile deformation by classical shell theory and computational simulation. Classical shell analysis of the projectile indicated that the predicted impact loads would result in circumferential buckling. A computational simulation of a test was conducted with an impact/penetration model created by linking a rigid-body penetration trajectory code with a general-purpose finite element code. Scientific visualization of the resulting data revealed that circumferential buckling was induced by the impact conditions considered.
format Article
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institution Kabale University
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publishDate 1995-01-01
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series Shock and Vibration
spelling doaj-art-7116dfce1faa489cad80f23d92820c652025-02-03T01:28:57ZengWileyShock and Vibration1070-96221875-92031995-01-012535536410.3233/SAV-1995-2501Impact of Thin-Walled Projectiles with Concrete TargetsRayment E. Moxley0Mark D. Adley1Bob Rohani2Structures Laboratory, US Army Waterways, Experiment Station, 3909 Halls Ferry Road, Vicksburg, MS 39180, USAStructures Laboratory, US Army Waterways, Experiment Station, 3909 Halls Ferry Road, Vicksburg, MS 39180, USAStructures Laboratory, US Army Waterways, Experiment Station, 3909 Halls Ferry Road, Vicksburg, MS 39180, USAAn experimental program to determine the response of thin-walled steel projectiles to the impact with concrete targets was recently conducted. The projectiles were fired against 41-MPa concrete targets at an impact velocity of 290 m/s. This article contains an outline of the experimental program, an examination of the results of a typical test, and predictions of projectile deformation by classical shell theory and computational simulation. Classical shell analysis of the projectile indicated that the predicted impact loads would result in circumferential buckling. A computational simulation of a test was conducted with an impact/penetration model created by linking a rigid-body penetration trajectory code with a general-purpose finite element code. Scientific visualization of the resulting data revealed that circumferential buckling was induced by the impact conditions considered.http://dx.doi.org/10.3233/SAV-1995-2501
spellingShingle Rayment E. Moxley
Mark D. Adley
Bob Rohani
Impact of Thin-Walled Projectiles with Concrete Targets
Shock and Vibration
title Impact of Thin-Walled Projectiles with Concrete Targets
title_full Impact of Thin-Walled Projectiles with Concrete Targets
title_fullStr Impact of Thin-Walled Projectiles with Concrete Targets
title_full_unstemmed Impact of Thin-Walled Projectiles with Concrete Targets
title_short Impact of Thin-Walled Projectiles with Concrete Targets
title_sort impact of thin walled projectiles with concrete targets
url http://dx.doi.org/10.3233/SAV-1995-2501
work_keys_str_mv AT raymentemoxley impactofthinwalledprojectileswithconcretetargets
AT markdadley impactofthinwalledprojectileswithconcretetargets
AT bobrohani impactofthinwalledprojectileswithconcretetargets