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σ. Free Surface. 11. 22. v/p. 33. q. Grain 2. 22. 11. 33. ε *. Grain Boundary. Z. ε. Application of Driving Force Ideally, we want constant driving force during simulation avoid NEMD no boundary sliding Use elastic driving force - PowerPoint PPT Presentation
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MOLECULAR DYNAMICS SIMULATION OF STRESS INDUCED MOLECULAR DYNAMICS SIMULATION OF STRESS INDUCED GRAIN BOUNDARY MIGRATION IN NICKELGRAIN BOUNDARY MIGRATION IN NICKEL
MOLECULAR DYNAMICS SIMULATION OF STRESS INDUCED MOLECULAR DYNAMICS SIMULATION OF STRESS INDUCED GRAIN BOUNDARY MIGRATION IN NICKELGRAIN BOUNDARY MIGRATION IN NICKEL
Hao Zhang, Mikhail I. Mendelev, David J. SrolovitzDepartment of Mechanical and Aerospace Engineering, Princeton University, Princeton, NJ 08540
Background• Goal: Determine grain boundary mobility from
atomistic simulations
• Methods based upon capillarity driving force are useful, but not sufficient
• gives reduced mobility, M*=M ”), rather than M
• boundary stiffness ” not readily available from atomistic simulations
• average over all inclinations
• Flat boundary geometry can be used to directly determine mobility, but subtle (Schönfelder, et al.)
Molecular Dynamics
• Velocity Verlet
• Voter-Chen EAM potential for Ni
• Periodic BC in X, Y, free BC in Z
• Hoover-Holian thermostat and velocity rescaling
• 12,000 - 48,000 atoms, 0.5-10 ns
Application of Driving Force• Ideally, we want
• constant driving force during simulation• avoid NEMD • no boundary sliding
• Use elastic driving force• even cubic crystals are elastically anisotropic – equal
strain different strain energy• driving force for boundary migration: difference in
strain energy density between two grains
• Apply strain• apply constant biaxial strain in x and y• free surface normal to z provides zero stress in z
X
Y
Z
Grain Boundary
Free Surface
Free Surface
Grain
2G
rain 1
1122
33
1122
33
Linear Elastic Estimate of Driving Force
Non-symmetric tilt boundary
[010] tilt axis
boundary plane (lower grain) is (001)
Present case: 5 (36.8º)
Strain energy density
determine using linear elasticity
20
441211121144121244112
1111
2441211
212111211
)]4()2)(()2(6[
)2()2()2)((
CosCCCCCCCCCCCC
SinCCCCCCCF
)( 12 Grainelastic
Grainelastic FFMFMMpV
klijijklelastic CF 2
1
Conclusion• Developed new method that allows for the accurate
determination of grain boundary mobility as a function of misorientation, inclination and temperature
• Activation energy for grain boundary migration is finite; grain boundary motion is a thermally activated process
• Activation energy is much smaller than found in experiment (present results 0.26 eV in Ni, experiment 2-3 eV in Al)
• The relation between driving force and applied strain2 and the relation between velocity and driving force are all non-linear
• Why is the velocity larger in tension than in compression?
ε
σ
*
• Strain energy density• Apply strain εxx=εyy=ε0 and σzz=0
to perfect crystals, measure stress vs. strain and integrate to get the strain contribution to free energy
• Includes non-linear contributions to elastic energy
Grain
1
Grain
2
0
0
1122 )(
dF Grainyy
Grainxx
Grainyy
Grainxx
• Typical strains• as large as 4% (Schönfelder et al.)• 1-2% here
Expand stress in powers of strain: ...2
11 BA
Non-Linear Stress-Strain Response
0 50000 100000 150000 200000 250000
50
55
60
65
70
75
1400K 1200K 800K
Gra
in B
ound
ary
Pos
itio
n (A
ngst
rom
)
Time Steps (10-14s)
• Fluctuations get larger as T ↑
GB Motion at Zero Strain
0 20000 40000 60000 80000 100000 120000 140000 16000040
45
50
55
60
Gra
in b
ound
ary
posi
tion
(A
ngst
rom
)
time steps (10-14s)
• At high T, fluctuations can be large• Velocity from mean slope• Average over long time (large boundary
displacement)
Steady State Migration (Typical) Velocity vs. Driving Force
• Velocity under tension is larger than under compression (even after we account for elastic non-linearity)
• Difference decreases as T ↑
0.00 0.01 0.02 0.03 0.04-0.5
0.0
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
Tensile Strain Compressive Strain
v (m
/s)
P (GPa)
0.00 0.01 0.02 0.03 0.04 0.05
0
1
2
3
4
5
6
Tensile Strain Compressive Strain
v (m
/s)
P (GPa)
0.00 0.01 0.02 0.03 0.04
0
1
2
3
4
5
6
Tensile Strain Compressive Strain
v (m
/s)
P (GPa)
0.00 0.01 0.02 0.03 0.04-1
0
1
2
3
4
5
6
7
8
Tensile Strain Compressive Strain
v (m
/s)
P (GPa)
800K
1200K 1400K
1000K
Mobility
• Activation energy for GB migration
is ~ 0.26 ±0.08eV
0.0007 0.0008 0.0009 0.0010 0.0011 0.0012 0.0013
1.52E-8
4.14E-8
1.13E-7
ln M
1/T (K-1)
Tp p
vM
lim0
p
v/p
Determination of Mobility
0.000 0.005 0.010 0.015 0.020 0.025 0.030 0.035 0.040 0.045 0.0500
10
20
30
40
50
60
70
80
90
100
110
120
Tensile Strain Compressive Strain
v/p
p
• Determine mobility by extrapolation to zero driving force• Tension (compression) data approaches from above (below)
• Non-linear dependence of driving force on strain2
• Driving forces are larger in tension than compression for same strain (up to 13% at 0=0.02)
• Compression and tension give same driving force at small strain (linearity)
Driving Force
0.0000 0.0001 0.0002 0.0003 0.0004 0.0005
0.00
0.01
0.02
0.03
0.04
0.05
0.06
0.07
0.08
0.09 800K T 800K C 1000K T 1000K C 1200K T 1200K C 1400K T 1400K C
P (
GP
a)
2
Non-Linear Driving Force
Implies driving force of form:
...3
1
2
1 3021
20210 BBAAP
-0.03 -0.02 -0.01 0.00 0.01 0.02 0.03
-15
-10
-5
0
5
10
Upper Grain Bottom Grain
xx
+yy
(GPa)
0.0000 0.0001 0.0002 0.0003 0.0004 0.0005
0.00
0.01
0.02
0.03
0.04
0.05
0.00040 0.00045 0.00050
0.04
0.05
800K Tension 800K Conpression Linear Elasticity
2
P (
GP
a)