DOP Ballistic Investigations With Explicit Analyses Guilherme Pinto Guimarães, M.C. – CTEx Jheison Lopes dos Santos, M.C. – IME Eduardo de Sousa Lima, D.C. – IME André Luís de Vasconcelos Cardoso – D.C. – CTEx CENTRO TECNOLÓGICO DO EXÉRCITO – CTEx INSTITUTO MILITAR DE ENGENHARIA – IME Presentation Outline • • • • • Introduction DOP Tests and Experiments Overview of Explicit Problems Lagrangian Explicit Analyses and Results Conclusions and Future Investigations Introduction The Ballistic Research Group Introduction Ballistic Key Designs • • • • Brazilian Army demands for ballistic protection: Personal – Ground vehicles – Aerial vehicles – Buildings Full scale threats profile: Small arms – Grenades – Mines – APFSDS – Hollow charges – RPG – EFP – IED Modern warfare scenarios: Urban locations – Assymetric tactics – High mobility demands – Low weight demands Academic research for new materials and dynamic behavior of materials DOP Tests and Experiments • Military Standard MIL-STD-376 25 Jun 1993: “BALLISTIC PERFORMANCE RANKING OF CERAMIC ARMOR PLATES AGAINST HIGH DENSITY PENETRATORS” US Department of Defense – Approved for public release • PURPOSE: Provide a GENERAL METHODOLOGY for the test equipment, procedures, targets and terminology needed to develop BALLISTIC PERFORMANCE EVALUATION and ranking of advanced armor materials. • APPLICATIONS: Ballistic tests on armor materials; Selection of Materials to employ in armor systems; Tool to promote research and development of new armor materials; Parametric analyses on the effects of material properties and other factors such as: tile size – confinement – penetrator properties in ballistic performance; Main scope: Armor ceramics and other low ductility materials + Projectiles made of heavy alloy, long rod type; Out of scope, yet feasible: Armor metallic materials. SUGGESTED REFERENCES: MIL-STD-376 MIL-STD-662 – V50 BALLISTIC TEST FOR ARMOR – US Department of Defense DOP Tests and Experiments MIL-STD-376 Definitions ARMOR: A shielding material provided for ballistic defeat of projectiles or fragments when inherent shielding is inadequate. ARMOR SYSTEM: A combination of various armor materials with properties and geometry chosen to defeat one or more specific threat projectiles. BALLISTIC LIMIT: V50BL; V100 DOP – DEPTH OF RESIDUAL PENETRATION: The length or depth of the penetration cavity of the steel backing plate after passing through the ceramic. LONG ROD PENETRATOR: Any projectile having a length to diameter (aspect) ratio greater than five. DOP Tests and Experiments MIL-STD-376 Test Procedures • • MIL-STD-376 DOP test procedures: Ceramic tile with confinement frame 0.5mm aluminum sheet behind tile OR attachment of backup square thick plate Backup plate made of RHA (or 4340 steel w spec. hardness) with thickness sufficient to be effectively semi-infinite or with respect to the residual penetration of the tested projectile/material combination Further definitions: RHA - Rolled Homogeneous Armor: Armor steel w MIL-A-12560 requirements Semi-infinite: As related to penetration of a thick target, implies that the rear surface of the plate receives only elastic loading, with no permanent deformation being discernible MIL-STD-376 General Squematic – Standard Target Configuration SUGGESTED REFERENCE: MIL-A-12560 – Armor Plate, Steel, Wrought, Homogeneous (For Use in Combat Vehicles and for Ammunition Testing) DOP Tests and Experiments Current Research Goals • IME Research Goals and Considerations: Ceramic and metallic materials separate investigations Current metallic materials research: Aluminum alloys DOP studies based on MIL-STD-376 with modifications Explicit numerical modeling to support research investigations tests and experiments • Chosen modifications on DOP Tests: DOP evaluations only to metallic back plate Metallic back plate made of aluminum alloy – 6356 T6 Long rod penetrator: 7,62 AP commercial projectiles Target geometry definition: Thick cylinders entirely clamped • Threat definition: ABNT NBR 15000/2005 – “Armor for Ballistic Impacts – Classification and Evaluation Criteria” DOP Tests and Experiments The Problem Definition DOP Tests and Experiments The Problem Definition Modified target geometry for metallic materials AP-6 Chosen threat: 840m/s impact velo @ 15m Overview of Explicit Problems • Dynamic problems • The Strain-Rate Issue – The dynamic behavior of materials Overview of Explicit Problems • SMALL ARMS BALLISTIC IMPACT ISSUES Low to intermediate impact velocity High deformations and erosion Heating and melting Shock waves propagations – Reflections Several failure modes Several nonlinearities Strain-rate dependency • THE EXPLICIT DYNAMIC SOLUTION • EXPLICIT NUMERICAL MODELING: Lagrangian approach Full 3D solid elements Transient dynamic impact: ms magnitude event Dynamic constitutive material models Equation-of-State (EOS) definitions Failure and erosion definitions Implicit numerical time integration method: NEWMARK Explicit numerical time integration method: CENTRAL DIFFERENCE Overview of Explicit Problems TIME-STEP CONTROL: Courant-Friedrichs-Levy criterion – Explicit stability limit FE Mesh issues: forms and sizes – Reduced integrated elements demand (Fully integrated elements still possible) – 8 node solid HEXAEDRAL elements; other forms to be avoided. Hourglass energy numeric issues: Zero-energy deformation modes Suggested references: EXPLICIT DYNAMICS with ANSYS/LS-DYNA Release 5.3 – 1996 – ANSYS, Inc. LS-DYNA SHORT COURSE – Matthias Hörmann – CADFEM GmbH – 2008 ESSS South American ANSYS Users Conference, Rio de Janeiro-RJ. Lagrangian Explicit Analyses and Results • • Hardware & Software IME: AUTODYN Academic Research CTEx: ANSYS/LS-DYNA (.k file) & LSTC/LS-DYNA • Contact Issues Materials Dynamic Setup • Control cards Laboratory tests: SHBT-Split Hopkinson Bar Test • Hourglass control Paper data review ANSYS/AUTODYN libraries Equation-of-State (EOS) setup: SHOCK & LINEAR Failure & erosion criteria: Geometric strain Vs Constitutive model Lagrangian Explicit Analyses and Results • Data review - AUTODYN libraries: CART BRASS – 4340 STEEL – LEAD – ALUMINUM 6061T6 Aluminum Alloy Johnson-Cook Constitutive & Failure Data(#1) 6061T6 Aluminum Alloy Shock EOS Data (#2) Cart Brass (#3) 4340 Steel Johnson-Cook Constitutive & Failure Data (#4) 4340 Steel Shock EOS Data (#5) Lead (#2) Suggested references: (#1) NUMERICAL SIMULATION OF SOLID PARTICLE IMPACTS ON AL6061-T6 PART I: THREE-DIMENSIONAL REPRESENTATION OF ANGULAR PARTICLES – M. TAKAFFOLI & M. PAPINI – Department of Mechanical and Industrial Engineering – Ryerson University, Toronto, Canada – Wear Journal, 2012. (#2) EQUATION OF STATE AND STRENGTH PROPERTIES OF SELECTED MATERIALS – DANIEL J. STEINBERG – Lawrence Livermore National Laboratory, Livermore, USA – 1996. (#3) SELECTED HUGONIOTS: EOS – JOHSON & COOK – 7th International Symposium on Ballistics (#4) Fracture Characteristics of Three Metals subjected to various strains, strain rates, temperatures and pressures - Johnson GR, Cook WH, J Eng Mech Vol 21, 1985 (#5) A HIGH-STRAIN-RATE CONSTITUTIVE MODEL FOR METALS – Steinberg, D.J. & Guinam M.W. - Lawrence Livermore National Laboratory, Livermore, USA – 1978. Lagrangian Explicit Analyses and Results Material Dynamic Models • JOHNSON-COOK Constitutive model for metals – A CONSTITUTIVE MODEL AND DATA FOR METALS SUBJECTED TO LARGE STRAINS, HIGH STRAIN RATES AND HIGH TEMPERATURES. GORDON R. JOHNSON (Honeywell Inc. – Defense Systems Division, USA) & WILLIAM H. COOK (Air Force Armament Laboratory – Eglin Air Force Base, USA) , 7th Int Symposium on Ballistics, The Hague/The Netherlands, 1983. Constitutive model for materials subjected to: LARGE STRAINS – LARGE STRAIN RATES – HIGH TEMPERATURE with data from torsion, static tensile, hopkinson bar and dynamic hopkinson bar labortatory tests. Materials include: Copper – Nickel – Cart Brass – Steels – Aluminums – Tungsten – DU Complementary Failure calculations Adequate for computations Lagrangian Explicit Analyses and Results Material Dynamic Models • STEINBERG-GUINAM Constitutive model for metals – A CONSTITUTIVE MODEL FOR METALS APPLICABLE AT HIGH-STRAIN RATE. D.J. STEINBERG, S.G. COCHRAN and M.W. GUINAM (Lawrence Livermore Laboratory – University of California, Livermore, USA), Journal of Apllied Physics, 1980. Constitutive model for materials subjected to HIGH STRAIN RATES Shear Mod & Yield Stress dependent on: Equivalent plastic strain – Pressure – Temperature Strain-rate dependency limit – Not valid above 10GPa stresses Complementary investigation for Equation-of-State (EOS) parameters Suggested reference: EQUATION OF STATE AND STRENGTH PROPERTIES OF SELECTED MATERIALS – DANIEL J. STEINBERG – Lawrence Livermore National Laboratory, Livermore, USA – 1996. Lagrangian Explicit Analyses and Results FE Lagrangian Models AP 7,62 Round – Commercial Design – Full 3D Detailed Geometry – Half Symmetry Lagrangian Explicit Analyses and Results FE Lagrangian Models The Target – Adequate Setup Target-Projectile Lagrangian Explicit Analyses and Results FE Lagrangian Models The Ultimate FE Model • FE STATISTICS: 120,000 Elements – Target 45,000 Elements – Projectile Lagrangian Explicit Analyses and Results V1(791,10m/s) – V2(826,04m/s) – V3(887,55m/s) Analyses Lagrangian Explicit Analyses and Results Complementary Investigations • • • • Comparisons with real firing Penetration path investigation Temperature and wear effects Shock condition: Al HEL < 1GPa P > 13GPa Conclusions and Future Investigations The demand for a Ballistics Research Group The importance of materials research with numerical modeling and simulations The current IME research: Importance of several materials characterization – Processing / Modeling / Testing The use of Lagrangian Explicit approach: 3D full detailed model The “tools of a trade”: Mesh refinements and mesh dependence upon analysis – Contact issues – Explicit details – Failure Vs. erosion – EOS Modified paths for penetration processes: Different regimes Use of other modeling techniques and approaches Data acquisition – Split-Hopkinson bar tests Improvement for materials modeling Improvement for data adjustment and correlation with real firing results Mesh refinements and adequate correction with failure and erosion models and data Mesh numerical regularization THANKS FOR ATTENTION • SPECIAL ACKNOWLEDGEMENTS ESSS/Rio de Janeiro/Brazil: Mr. Ivan Riagusoff/Mr. Luiz Lima/Mr. Roberto Silva • CONTACTS Instituto Militar de Engenharia Centro Tecnológico do Exército www.ime.eb.br www.ctex.eb.br [email protected] [email protected]
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