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A subset of the soil was air-dried and sieved (2 mm mesh size) for physicochemical analysis.
A mesh sensitivity analysis has also been performed to find the optimum mesh size for performing crack initiation simulations.
The Drucker Prager yield criterion is evaluated using finite element simulation with optimum mesh size for reinforced concrete (RC) beams with different geometrical and material properties.
A formula for choosing the mesh size for fast reactions so that the discrete and continuous models have the same qualitative features is also presented.
We give dispersion relations for different stability parameters and give some numerical examples, where the results converge quadratically with the mesh size for problems with smooth boundaries.
Solutions to these models are either by linear approximations of the non-linear source, by other approximations of such non-linearity, or by numerical methods that frequently are heavily dependent of the mesh size for a successful convergence.
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Different mesh sizes for the model can be simulated accurately, once an appropriate material input is obtained.
(5 where C D is the drag coefficient, and Δx, Δz are the horizontal and vertical mesh sizes for numerical simulations, respectively.
Four independent convergence studies have been carried out on the mesh sizes for concrete columns and slabs of solid element type 7.
where CD is the drag coefficient, and Δ x and Δ z are the horizontal and vertical mesh sizes for the numerical simulations, respectively.
We also present the results of the standard Galekrkin FEM (2.8) where we keep the same mesh sizes for the two-grid variational multiscale method (4.1) and the one-grid variational multiscale method (3.7).
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