Uniaxial compression test

Description

This text describes how to calibrate the powder compression model using an uniaxial compression test; see Figure 1.

_images/tutorial_uniaxial_compression.png

Figure 1: particle sample a) before consolidation, b) at maximum compression and c) after unloading.

Introduction

Aspherix® Solver implements two models for powder compaction, namely fix powder/update and the cohesion model sjkr/powder. The former reproduces the extreme plastic deformation of powder during compression (e.g. tabletting, uniaxial compression), while the latter is a modification of the SJKR model where the cohesion energy density is set as a function of the compression status of the material. In this tutorial, three paramters of the fix powder/update model are calibrated, namely the particle’s hardening, dilatability and compressibility, using the uniaxial compression test.

The setup consists of a vertical cylinder filled with spherical particles up to a height zmax. The sample is then compressed by a top circular wall until a maximum pressure max_pressure is reached. After the consolidation phase is concluded, the top wall moves upwards and the sample is unloaded. The vertical displacement of the lid and the resultant force exerted by the particles on the lid are tracked and compared to reference profile provided by the file measurements/generic_measurement.csv.

The coefficient triplet returning the best agreement between reference and simulated data represents the solution of the calibration.

Detailed descriptions

Contact model and coarsegraining factor

The contact model and the coarsegraining factor are defined in the input file uniaxialCompression.casx. The models used in this tutorial are the default ones: Hertz normal, tangential history, rolling friction epsd2 and the cohesion model sjkr/powder.

More information about the contact models allowed by the templates can be found in the respective documentations. The calibration simulations are performed with a coarsegraining factor 1.

Material properties and particle size distribution

The values of the fixed material parameters and the initial, minimum and maximum values of the target material parameters are defined in the file settings/materials.txt.

Warning

Not all the parameters specified in materials.txt are used by the simulations, as it depends on the contact models selected in contact_model.txt

The particle size distribution is defined in the file settings/particle_sizes.txt.

Calibration case settings

The tutorial consists of one calibration_case of the template uniaxial compression. More information about the template-specific settings of the calibration case can be found in the relative documentation.

Running the tutorial and analyzing the results

The user can run the tutorial via command line as follows:

aspherix-calibration run -in uniaxialCompression.casx

The convergence of the calibration is reported in the file calibration/results/conv.dat, which reads as follows:

# nIter   compressibility     dilatability        hardening         qf_total
  1            100000              0.5          0.49955          13188.6
  3           4641.59              0.5          0.49955          601.574
  9           4641.59         0.233333          0.49955          503.363
 18           4641.59         0.322222          0.49955          467.996
 19           4641.59         0.144444          0.49955          409.273
 56           4641.59         0.154321          0.49955          405.198
 59           4641.59         0.144444         0.487218          385.239

The iteration returning the lowest value of the quality function is the number 59. The comparison between the reference and the simulated force-vertical displacement curves are shown in Figure 2. The simulated force-vertical displacement curve can be found in the file calibration/workDir/workDir.59/Aspherix/compr1/consolidate.csv.

_images/tutorial_uniaxial_compression2.png

Figure 2: curve showing the force exerted by the particles on the top lid as a function of the lid vertical displacement (reference and simulation 59).