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The material behavior was simulated using finite element method.
The behavior was simulated using an ordinary differential equation (ODE), and experiments were run to determine the influence of the control signal on plant stability.
Bubble rise behavior was simulated using a 3D multicomponent and multiphase model with a high density ratio.
Figure 4 illustrates that theoretical behavior was simulated using ANSYS 10.0 finite-element static analysis, followed closely the actual behavior exhibited by the experimental model.
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Delamination behavior is simulated using surface based cohesive interaction between the two adjacent plies.
The sloshing behavior is simulated using linear free surface boundary condition.
Creep behavior is simulated using a Nonlinear Structural model with Norton's creep law model, using parameters from the literature.
Two contiguous square channels, assumed as representative of the whole reactor behavior, are simulated using both 1D pseudohomogeneous and heterogeneous models for comparison purposes.
Membrane behavior is simulated using Monte Carlo (with Latin Hypercube) sampling of transmembrane pressure (∆PUF 1-1) and filtration time (tUF 1-1) windependentdata data for concentrating pomegranate juice (Punica granatum).
It associates the advantages of existing models in that different receiving states are predicted using a deterministic approach, whereas the channel behavior is simulated using adapted statistical laws.
Cyclic soil behavior is simulated using an equivalent linear model, which is commonly adopted in geotechnical earthquake engineering applications (Idriss and Seed 1968; Kramer 1996).
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CEO of Professional Science Editing for Scientists @ prosciediting.com