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A rigorous successive random addition (SRA) method was used to generate the aperture-based fractures and a numerical approach based on invasion percolation (IP) model was employed to model capillary-dominated displacements between wetting and non-wetting phases.
The transport properties of these structures are simulated within an exact numerical approach based on the Keldysh Green's function formalism.
A simplified experimental approach and numerical approach based on an inverse method program.
This paper discusses the use of a supplementary numerical approach based on finite element analysis.
A good agreement is found with a numerical approach based on the boundary element method.
In this work, a numerical approach based on the Laplace transform is presented to determine the crack opening displacements into a penny shaped crack.
Moreover, the compressive responses of the lattice structures were also studied using a numerical approach based on finite element analysis.
In this paper, we present a numerical approach based on the boundary element method for grounding analysis in layered soils.
The nonlinear equations of motion are integrated using a numerical approach based on the Green's function method.
The numerical approach based on the discrete vortices method is suggested to solve the system of the hypersingular integral equations.
A new numerical approach based on the weak form quadrature element method is proposed to study attenuation zones of initially stressed periodic Mindlin plates on an elastic foundation.
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