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The maximum element sizes for numerical mesh in domains (1), (2), and (3) were 0.083, 0.020, and 0.153 cm, respectively.
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The mesh had 73,269 cells with a maximum element size of 80 μm × 80 μm.
The model is cross-linked using triangular elements, where the maximum element size emax corresponds to one tenth of the longitudinal wavelength of the respective material.
A grain approximately 15 μm across was meshed with a maximum element size of 0.69 μm, which from Eq. 49 corresponds to five mesh elements per interface width.
In this paper, it is found that the tolerable maximum element size to achieve acceptable accuracy for soil shear strength is surprisingly small.
The models are meshed using triangular elements with refined mesh sizes in the porous area; the maximum element size is 10 nm and the minimum element size is 0.9 Å.
However, the computational cost of such a method is high due to a small regularization length parameter, which in turn restricts the maximum element size that can be used in a finite element mesh.
The meshes are chosen carefully according to the routine that the maximum element size being no greater than min/10/max[n], where λ is the concerned wavelength and n is the wavelength-dependent refractive index.
In the program used for this study (Strand7), coarse models are calculated by minimizing steps required to transition to the maximum element size (which is determined by the initial surface mesh), whereas fine models are built without much constraint on numbers of elements with maximum size.
The three-dimensional Purkinje system is also partitioned into a fine and quasi-uniform grid, which has 6311 edges/elements with minimum element size equal to 0.0095 cm and maximum element size equal to 0.016 cm.
The base grid used by the adaptive simulation is a coarse partition of the Purkinje system and has 1412 edges/elements with minimum element size equal to 0.006 cm and maximum element size equal to 0.075 cm.
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