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A computational simulation method is introduced to simulate the dibenzothiophene-monomer pre-assembly system of molecular imprinted polymers.
Combinational sphere element method is introduced to simulate the mechanical behavior of cemented particulate composite.
Herein, the Monte Carlo method is introduced to simulate the real distribution of fibers and air pores.
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Therefore, GFMD is introduced to simulate the surface due to its high efficiency.
Taylor expansion stochastic finite element method (TSFEM) was introduced to simulate the material behavior of the fatigue life.
A novel granular discrete element method (DEM) is introduced to simulate mixtures of particles of any convex shape.
A slight decay of the stiffness is introduced to simulate fatigue crack propagation (see Fig. 4(b)).
A new meshfree method based on a discrete transformation of Green's basis functions is introduced to simulate Poisson problems with complex morphologies.
In this method, two modeling approaches are introduced to simulate subsurface geological structures to accommodate different confidence levels on geological structure type (i.e., layered vs. others).
The simplified models have been introduced to simulate flow through naturally fractured reservoirs.
2, the proposed DLC method is introduced.
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