Modeling and Experimental Investigation of Reactive Shear Bands in - - PDF document

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Modeling and Experimental Investigation of Reactive Shear Bands in - - PDF document

Modeling and Experimental Investigation of Reactive Shear Bands in Energetic Solids Loaded in Torsion by R. J. Caspar 1 , J. M. Powers 2 , J. J. Mason 3 Department of Aerospace and Mechanical Engineering University of Notre Dame presented at


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SLIDE 1

Modeling and Experimental Investigation of Reactive Shear Bands in Energetic Solids Loaded in Torsion by

  • R. J. Caspar 1, J. M. Powers 2, J. J. Mason 3

Department of Aerospace and Mechanical Engineering University of Notre Dame presented at the 16th ICDERS Cracow, Poland August 1997

1Graduate Research Assistant, present location: Gulfstream Aerospace Corporation, Savannah, Georgia 2Associate Professor 3Assistant Professor

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SLIDE 2

Support Armament Directorate of Wright Laboratories, Eglin Air Force Base, Florida through Air Force Office of Scientific Research, Research and Development Laboratories Summer Faculty Research Program

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SLIDE 3

Motivation

  • 1. Development of insensitive explosives
  • Risk minimization in storage and handling
  • Weapon system development
  • 2. Development of transient detonation models
  • steady detonation better characterized
  • late-time hydrodynamics better characterized
  • early time ignition poorly understood

– thermal stimuli – mechanical stimuli, e.g. shear banding

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SLIDE 4

Shear Banding

(b) (c) (a)

Plastic work →

  • Strain hardening
  • Strain rate hardening
  • Thermal softening

→ Shear localization → Hot spot? → Reaction?

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SLIDE 5

Approach

  • 1. Experiment
  • Obtain data for constitutive theory (via torsional

split-Hopkinson bar)

  • Observe shear localization and other failure mecha-

nisms (via ultra high speed photography)

  • 2. Theory
  • Develop model
  • Implement numerical method-of-lines approach
  • Predict shear localization and ignition
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SLIDE 6

Novelty

  • 1. Stress-strain-strain rate characterization of explosive

simulant PBX 9501

  • C1.47H2.86N2.6O2.69
  • 95 % HMX; 2.5 % estane; 2.5 % BDNPA-F binder
  • rubbery material not well suited for shear localiza-

tion studies!

  • 2. Extension of Frey’s (1981) analysis to include strain

rate effects

  • 3. Sensitivity analysis performed
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SLIDE 7

Experimental Method Torsional Split-Hopkinson Bar Notre Dame Solid Mechanics Laboratory

Torsional Pulley Clamp Specimen Incident Bar Strain Gages A B Transmission Bar Incident Pulse Transmitted Pulse Reflected Pulse

6 m

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SLIDE 8

Data Analysis

Time (µs) Shear Strain (m/m) Incident Pulse Transmitted Pulse Reflected Pulse

Shear strain in the specimen: ¯ γ (t) = −2cd LD

t

0 γR

˜

t

t Shear stress in the specimen: ¯ τ(t) = GD3 8d2wγT(t) (Hartley, Duffy and Hawley, Metals Handbook, 1985)

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SLIDE 9

Experimental Results Torsional Split Hopkinson Bar Tests of PBX 9501 Simulant

Average Shear Stress, τ (MPa) γ = 300 s , Test 29

  • 1

.

γ = 2800 s , Test 36

  • 1

.

Average Shear Strain, γ

  • Stress overshoot
  • Lower strain rate failure → Void nucleation and growth
  • Higher strain rate failure → Brittle fracture
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SLIDE 10

Ultra-High Photography of Failure

  • photos with Notre Dame’s Cordon 350 camera
  • failure time correlates with strain gage results
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SLIDE 11

Model

z

z = 0 z = L v = 0 r θ θ v1 v = θ v1 v = θ

  • Thin walled, cylindrical specimen
  • Initially unreacted, unstressed, and at ambient tem-

perature

  • vr = vz = ur = uz = 0

∂θ = ∂ ∂r = 0

  • Plastic work completely converted to heat
  • One-step Arrhenius chemistry
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SLIDE 12

Model Equations

ρw∂vθ ∂t = ∂ ∂z (wτ) linear momentum ρw∂e ∂t = wτ ∂vθ ∂z − ∂ ∂z (wqz) energy conservation ∂λ ∂t = Z (1 − λ) exp

 − E

RT

 

reaction kinetics γ = ∂uθ ∂z strain definition vθ = ∂uθ ∂t velocity definition τ = α T ν γη

  • ∂γ

∂t

  • µ−1 

∂γ

∂t

 

stress relation qz = −k∂T ∂z Fourier’s Law e = YAeA + YBeB total internal energy eA = cAT + eo

A

reactant internal energy YA = 1 − λ reactant mass fraction eB = cBT + eo

B

product internal energy YB = λ product mass fraction w = w0 − hp 2

 1 − cos  2πz

Ls

   

geometry

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SLIDE 13

Reduced System

Parabolic Partial Differential Equation System ∂vθ ∂t = 1 ρw ∂ ∂z

  wα T ν  ∂uθ

∂z

 

η

  • ∂vθ

∂z

  • µ−1 ∂vθ

∂z

  

∂T ∂t = 1 ρ [cA (1 − λ) + cBλ]

  αT ν  ∂uθ

∂z

 

η

  • ∂vθ

∂z

  • µ+1

+ k w ∂ ∂z

 w∂T

∂z

 

+ Z ρ [eo

A − eo B + (cA − cB) T] (1 − λ) exp

 − E

RT

   

∂uθ ∂t = vθ ∂λ ∂t = Z (1 − λ) exp

 − E

RT

 

Boundary Conditions vθ (t, 0) = 0 , vθ (t, L) =

  

(v1 − v0) t

t1 + v0

t < t1 v1 t ≥ t1 uθ (t, 0) = 0 , uθ (t, L) =

      

(v1 − v0) t2

2t1 + v0t

t < t1 (v1 − v0) t1

2 + v0t1 + v1 (t − t1)

t ≥ t1 ∂T ∂z (t, 0) = 0 , ∂T ∂z (t, L) = 0 t ≥ 0 . Initial Conditions vθ (0, z) = v0 z L , uθ (0, z) = 0 , T (0, z) = T0 , λ (0, z) = 0.

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SLIDE 14

Numerical Method

  • Parabolic system of PDE’s–method of lines
  • 2nd order finite difference spatial discretization
  • 4th order implicit (LSODE) solution of ODE’s in time

1/N ~ ∆z

2

L Normed Error

10-3 10-2 10-1 100 10-6 10-4 10-2 100 10

2

1 2.51

Error ~ (∆z)2.51 Convergence--Stokes’ First Problem

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SLIDE 15

Localization Criteria

Adiabatic shear bands typically initiate at a point after a maximum stress is reached in the shear stress-shear strain relationship at that point (Zener and Hollomon, 1944): ∂τ ∂γ

  • z

≤ 0 With τ = τ (T, γ, ˙ γ) Localization criterion (Meyers, 1994): ∂τ ∂γ

  • T,˙

γ

+ ∂τ ∂ ˙ γ

  • T,γ

∂ ˙ γ/∂t|z ∂γ/∂t|z ≤ − τ ρcA ∂τ ∂T

  • γ,˙

γ

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SLIDE 16

Theoretical Results

  • 1. PBX 9501 without reaction, ˙

γ = 2800 s−1

Localization Parameters, Φ, Ψ (MPa) Time, t (µs) Φ, Thermal Softening Ψ, Strain Hardening, Strain Rate Hardening

∂τ ∂γ

  • T,˙

γ

+ ∂τ ∂ ˙ γ

  • T,γ

∂ ˙ γ/∂t|z ∂γ/∂t|z ≤ − τ ρcA ∂τ ∂T

  • γ,˙

γ

Ψ ≤ Φ

  • Φ represents thermal softening
  • Ψ represents strain and strain rate hardening
  • Localization onset predicted after 1600 µs
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SLIDE 17

PBX 9501 without reaction, Cont.

P

  • s

i t i

  • n

, z ( m m ) Time, t (ms) Velocity, v (m/s) θ

Three stage localization process (Marchand and Duffy, 1988):

  • Stage I: Homogeneous deformation
  • Stage II: Inhomogeneous deformation
  • Stage III: Shear band or shear localization
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SLIDE 18

PBX 9501 without reaction, Cont.

Position, z (mm) T i m e , t ( m s ) Temperature, T (K)

Key Issues (a) Formation of spike following onset of localization

  • After 1.67 ms, Tmax = 458 K
  • After 3.2 ms, Tmax = 1590 K

(b) Initiation temperature is only 513 K

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SLIDE 19

PBX 9501 without reaction, Cont.

Average Shear Stress, τ (MPa) Average Shear Strain, γ

  • Predictions accurate for ¯

γ ≤ 0.2

  • Experimental failure at ¯

γ ≈ 0.2

  • Predicted localization at ¯

γ ≈ 3.5

  • Predicted failure at ¯

γ ≈ 8.0

  • Failure occurs due to mechanisms other than shear

localization

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SLIDE 20

Theoretical Results, Cont.

  • 2. PBX 9501 with reaction

Position, z (mm) Time, t (ms) Temperature, T (K)

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SLIDE 21

PBX 9501 with Reaction, Cont.

P

  • s

i t i

  • n

, z ( m m )

T i m e , t ( m s )

Reaction Progress Variable, λ 0.0100 0.0075 0.0050 0.0025 0.0000

  • Reaction occurred before development of temperature spike
  • Initiation extremely sensitive to temperature

– No significant reaction prior to localization – Reaction proceeds quickly once reaction temperature reached – Reaction occurs at localized hot spot

  • Strain at reaction is 6.4, (but experimental failure at ¯

γ = 0.2)

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SLIDE 22

Sensitivity Analysis

Parameter Definition Description Value ˆ tloc = v1tloc

L

47.019 4.707 ˆ α

αT ν

  • vµ−2

1

ρLµ

Stress Constant 470.19 4.710 4701.9 4.713 0.0068 26.703 ˆ α Ec

αT ν−1

1

ρcALµ

(Stress Constant)(Eckert Number) 0.068 4.710 0.68 0.857 8.01 × 102 4.791 Pe

ρcAv1L k

Peclet Number 8.01×104 4.710 8.01 × 108 4.707 8.64 4.701 ˆ Q

eo

A−ao B

cATo

Scaled Heat Release 17.49 4.710 34.56 4.713 1.79 × 106 4.712 1.79 × 1011 4.712 ˆ Z

ZL v1

Scaled Kinetic Rate Constant 1.79×1016 4.710 44.52 Reaction ˆ E

E RTo

Scaled Activation Energy 89.04 4.710 0.5 4.715 ˆ c

cB cA

Ratio of Specific Heats 1.0 4.710 2.0 4.705 0.032 1.311 0.16 4.056 η Strain Hardening Parameter 0.320 4.710 0.640 Reaction 0.02 2.954 µ Strain Rate Hardening Parameter 0.080 4.710 0.32 Reaction

  • 0.345

Reaction ν Thermal Softening Parameter

  • 1.28

4.710

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SLIDE 23

Conclusions

  • Numerical modeling indicates that if shear banding
  • ccurs, it can lead to reaction initiation
  • Experiments consistently revealed failure due to mech-

anisms other than shear localization – ductile mechanisms at low strain rate, 300 s−1 – brittle mechanisms at high strain rate, 2800 s−1

  • Decreasing the strain and/or strain rate effects and

increasing the thermal softening effect increases the susceptibility to localization

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SLIDE 24

Future

  • Study explosives which are more susceptible to shear

banding

  • Use ultra-high speed photography to observe failure

ignition

  • Apply hydrostatic pressure to suppress brittle failure

mechanisms

  • Extend models to account for material heterogeneity
  • Extension to multi-dimensionality