# Burgers-Mohr/Power-Mohr Model: Loading/Unloading Compression Test

Note

To view this project in 3DEC, use the menu command . Choose “CreepMaterialModels/CompressionBurgers” and select “CompressionBurgers.prj” to load. The project’s main data files are shown at the end of this example.

This example shows the influence of loading rate on the axial stress response of a viscoplastic sample in an unconfined compression test. The viscoelastic behavior of the sample obeys a generalized Kelvin law. Yielding is characterized by a Mohr-Coulomb failure criterion in both cases. The viscoplastic behavior is compared to that of a second sample, made of elasto-plastic Mohr-Coulomb material, and undergoing the same velocity-controlled compression test. All values quoted in this section may be interpreted in any consistent system of units, but are probably not representative, and are given only for purposes of illustration.

The viscoplastic and viscoelastic samples are represented by one brick each, using the
Burgers-Mohr model, and the
Mohr-Coulomb model. To represent the generalized Kelvin viscous behavior, the viscous
component of the Maxwell cell in viscosity-maxwell is not activated. In the first part of the
test, a vertical compressive velocity of magnitude 10^{-4} (in units of distance per unit time) is
applied on both sides of the samples for a total of 1500 steps. The timestep is set to 10^{-3}, a
value small compared to the ratio \(\eta ^K/G^K\) of 10.

For the unconfined compression test considered here, the Mohr-Coulomb failure criterion predicts that
shear yielding will take place when the axial stress reaches the value of \(-2C\sqrt{N_\phi}\)
(\(\simeq -1.28\) × 10^{6}). On the other hand, the axial stress in the elasto-plastic sample
is given, up to incipient failure, by the elastic relation

where \(\alpha_1 = K + 4/3 G\), \(\alpha_2 = K - 2/3 G\), \(\epsilon_{xx}=-2vt/L\), \(v\) is the applied velocity magnitude, \(t\) is the simulation time elapsed to incipient failure, and \(L\) is the horizontal length of the sample.

The numerical results are presented in Figure `Figure #compression-viscoplastic-slow-3dec`

. Note that the
Burgers-Mohr sample fails at the same stress level, but later in time, thus reflecting the
effect of creep (at incipient failure, for the model parameter used in the simulation, the time is about
1.00 for the Burgers-Mohr sample). When the loading rate is
increased, and the simulation is repeated for the same final amount of deformation (the applied velocity
is increased, the same number of steps is used but the timestep is reduced), the responses of the two
models become more similar. For a velocity of 10^{-2}, the effect of creep cannot be detected on
the plot—see Figure 2 (at incipient failure, the creep time is now
about 0.75 × 10^{-2}).

In the second part of the test, the compressive velocity is set to zero and the models are cycled for 500 steps. While the Mohr-Coulomb sample stays at yield, the Burgers-Mohr sample unloads as creep develops (see Figure 2). The interaction between creep and plastic flow in the Burgers-Mohr sample may be appreciated by comparing the viscoplastic behavior in Figure 2 and Figure 3; in the latest plot, more plastic flow (measured by strain-shear-plastic) is allowed to take place before the compressive velocity is set to zero and, subsequently, the magnitude of maximum creep unloading is reduced.

In the third part of the test, the samples are “reloaded” by application of a 3DEC velocity of
5 × 10^{-5}, for a total of 2000 steps. At this stage, both samples are yielding at the same
stress level (see Figure 4). To complete the test, the compressive
velocity is set to zero again and the models are cycled for another 1500 steps. The evolution of axial
stress during this final stage may be observed in Figure 4.

Data Files

**CompressionBurgers.dat**

```
model new
;File: CompressionBurgers.dat (formerly example 1.6.7)
;Title:Compression test on Burger-creep viscoplastic and Mohr material
;
model configure creep
model large-strain off
block create brick 0 3 0 1 0 1
block create brick 6 9 0 1 0 1
block zone generate edgelength 10
block zone group 'mo'
block zone group 'cv' range position-x 0 3
block zone cmodel assign mohr-coulomb range group 'mo'
block zone property density 2.5E3 bulk 1.19E10 shear 1.1E10 friction 44 cohesion 2.72E5 tension 2E5 range group 'mo'
block zone cmodel assign burgers-mohr range group 'cv'
block zone property density 2.5E3 bulk 1.19E10 shear-kelvin 1.1E10 shear-maxwell 1.1E10 viscosity-kelvin 1.1E10 ...
cohesion 2.72E5 friction 44 tension 2E5 range group 'cv'
; --- fish functions ---
program call 'compression.fis'
[squez(1.0e-4)]
block history displacement-x position 0.0 0.0 0.0
fish history CVisc
fish history Mohr
model history creep time-total
model save 'compression_test_ini'
;
model restore 'compression_test_ini'
model creep timestep starting 0.0010
model creep timestep fix 0.0010
model cycle 1500
model title 'Slow Compression Test'
model save 'compression_test_slow'
;
model restore 'compression_test_ini'
model creep timestep starting 1e-5
model creep timestep fix 1e-5
[squez(1e-2)]
model cycle 1500
model title 'Rapid Compression Test'
model save 'compression_test_fast'
;
model restore 'compression_test_ini'
model creep timestep starting 1e-3
model creep timestep fix 1e-3
model cycle 1500
[squez(0)]
model cycle 1500
model title 'Less Plastic Flow'
model save 'compression_test_lessflow'
;
model restore 'compression_test_ini'
model creep timestep starting 1e-3
model creep timestep fix 1e-3
model cycle 3000
[squez(0)]
model cycle 1500
model title 'More Plastic Flow'
model save 'compression_test_moreflow'
;
model restore 'compression_test_ini'
model creep timestep starting 1e-3
model creep timestep fix 1e-3
model cycle 1500
[squez(0)]
model cycle 1500
;
[squez(5.0e-5)]
model cycle 2000
;
[squez(0)]
model cycle 1500
model title 'Several Load Cycles'
model save 'compression_test_cycles'
program return
```

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