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The DEM specimen is created using the radius expansion method with grain size distribution similar to that of the backfill material.
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The general schema of the algorithm for steps 1 3 is presented in Figure 2. In the first step, a map of the specimen was created using the thresholding procedure and morphological filtering [ 39– 42].
The mortar specimens were created by using natural, recycled, and modified-RFAs.
Using a 3D DEM model with the parallel bond model, virtual heterogeneous specimens were created.
Next, porosity gradients between the porous gauge section and the fully dense grip extremities of the specimens were created.
A database consisted of 682 pullout-test specimens was created to observe the factors affecting bond behavior.
Regarding concrete specimens for compressive strength experiment and slump experiment, 100 × 200 mm cylinder specimens were created based on KS F 2403 [KS F 2403].
In this study, due to the purpose of a single measurement, 100 mm × 200 mm circular specimens were used, and for each case, three specimens were created.
Using the pore size distributions for HM and VM cement virtual HM and VM specimens were created containing various levels of porosity.
μCT-based case-specific FE models of cortical bone and SCREW BONE specimens were created to simulate the corresponding mechanical test set-ups.
40 specimens were created in total.
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