Miller Axel ANSYS 2013 Detroit
Miller Axel ANSYS 2013 Detroit
Miller Axel ANSYS 2013 Detroit
100
80
K/G
60
K 2 1
K/G
G 3 1 2
40
20
0
0.3 0.32 0.34 0.36 0.38 0.4 0.42 0.44 0.46 0.48 0.5
Poisson's Ratio
8 © 2013 ANSYS, Inc. June 3, 2013 ANSYS Confidential
Incompressibility
1. Uniaxial loading
2. Perfect lateral constraint
3. All thinning occurs in one direction
Why?
1. Same Strain State as
Compression
2. Can Not Do Pure Compression
3. Can Do Pure Biaxial
Conclusions:
1. Test to Realistic Strain
Levels
2. Use Application
Specific Loadings to
Generate Material Data
3. Need to load and unload
to separate elastic from
plastic
Conclusions:
1. Test to Realistic Strain
Levels
2. Use Application
Specific Loadings to
Generate Material Data
3. Need to load and unload
to separate elastic from
plastic
Conclusions:
1. Test to Realistic Strain
Levels
2. Use Application
Specific Loadings to
Generate Material Data
3. Need to load and unload
to separate elastic from
plastic
Conclusions:
1. Pick one level
2. Use Mullins Model
3. Use FeFp
4. Use large strain
hysteresis model
Conclusions:
1. Pick one level
2. Use Mullins Model
3. Use Viscoelastic
4. Use large strain
hysteresis model
Conclusions:
1. Pick one level
2. Use FeFp