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Thomas L. Warren
Researcher at Sandia National Laboratories
Publications - 28
Citations - 1241
Thomas L. Warren is an academic researcher from Sandia National Laboratories. The author has contributed to research in topics: Perforation (oil well) & Ogive. The author has an hindex of 17, co-authored 23 publications receiving 1097 citations.
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Journal ArticleDOI
Perforation of AA5083-H116 aluminium plates with conical-nose steel projectiles : Calculations
T. Børvik,T. Børvik,Michael J. Forrestal,Odd Sture Hopperstad,Thomas L. Warren,Magnus Langseth +5 more
TL;DR: In this article, an analytical perforation model based on the cylindrical cavity expansion theory has been reformulated and used to calculate the ballistic perfation resistance of the aluminium plates.
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Penetration of 6061-T6511 aluminum targets by ogive-nose steel projectiles with striking velocities between 0.5 and 3.0 km/s
TL;DR: In this paper, the authors performed a series of depth-of-penetration experiments using 7.11mm-diameter, 71.12-mm-long, ogive-nose steel projectiles and 254mm-Diameter, 6061-T6511 aluminum targets.
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Effects of strain hardening and strain-rate sensitivity on the penetration of aluminum targets with spherical-nosed rods
TL;DR: In this article, the authors presented closed-form penetration equations for rigid, spherical-nosed rods that penetrate 6061-T651 aluminum targets using the spherical cavity-expansion approximation and constitutive equations for the target that include strain hardening and strain-rate sensitivity.
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Perforation of aluminum plates with ogive-nose steel rods at normal and oblique impacts
TL;DR: In this paper, perforation experiments were conducted with 26.3 mm thick, 6061-T651 aluminum plates and 12.9 mm diameter, 88.9mm long, 4340 R c = 44 ogive-nose steel rods.
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Penetration into low-strength (23MPa) concrete: target characterization and simulations
TL;DR: In this article, a combined experimental, analytical, and computational research and development program investigates the penetration of steel projectiles into low-strength concrete using a geomaterial constitutive model.