{"id":17176,"date":"2018-10-30T09:16:30","date_gmt":"2018-10-30T09:16:30","guid":{"rendered":"https:\/\/www.simscale.com\/?page_id=17176"},"modified":"2025-06-04T09:57:12","modified_gmt":"2025-06-04T09:57:12","slug":"model","status":"publish","type":"page","link":"https:\/\/www.simscale.com\/docs\/simulation-setup\/model\/","title":{"rendered":"Model"},"content":{"rendered":"\n

Under the Model<\/em> tab, additional parameters that define the physics of the simulation are defined. <\/p>\n\n\n\n\n\n

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\"model<\/a>
Figure 1: Accessing the model tab in the simulation tree<\/figcaption><\/figure>\n<\/div>\n\n\n

For convenience, the setup parameters will be divided into two main categories: computational fluid dynamics (CFD) and finite element analysis (FEA).<\/p>\n\n\n\n

Computational Fluid Dynamics<\/h2>\n\n\n\n

Gravity<\/h3>\n\n\n\n

For fluid flow analysis, gravity is defined via a vector. The global coordinate system, represented by the orientation cube, applies for the gravity direction. The vector coordinates \\(g_x\\), \\( g_y\\), and \\(g_z\\) represent the x, y, and z directions.<\/p>\n\n\n\n

\"gravity<\/a>
Figure 2: Setting up gravity for CFD simulations. The orientation cube is the reference for the gravity definition.<\/figcaption><\/figure>\n\n\n\n

Please note that incompressible<\/a> simulations do not require a definition for gravity, as it is a single-phase analysis where buoyancy effects are not present.<\/p>\n\n\n\n

Passive Species<\/h3>\n\n\n\n

In case passive species<\/a> are defined in the global settings<\/a>, the Turbulent Schmidt number<\/em> and the Diffusion coefficient<\/em> can be specified in the model section.<\/p>\n\n\n

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\"model<\/a>
Figure 3: Default model tab for simulations involving passive species.<\/figcaption><\/figure>\n<\/div>\n\n\n

\\((Sc_t)\\) Turb. Schmidt number<\/strong><\/p>\n\n\n\n

The turbulent Schmidt number represents the ratio between the turbulent transport of momentum and the turbulent transport of mass. In SimScale, it will play a role in the transport of the passive species throughout the domain.<\/p>\n\n\n\n

It is important to note that the turbulent Schmidt number is characteristic of the flow, and not the fluid. Typical values for this parameter range from 0.5 to 1.3. In case you are not familiar with the flow that you are analyzing, it is recommended to maintain the default value of 0.7 for all passive species.<\/p>\n\n\n\n

Diffusion coefficients<\/strong><\/p>\n\n\n\n

The Diffusion coefficient<\/em> is a parameter highlighted in Fick’s First Law<\/a>:<\/p>\n\n\n\n

$$J = -D \\frac {d\\psi}{dx}$$<\/p>\n\n\n\n

where:<\/p>\n\n\n\n

\\(J\\) is the diffusion flux;<\/p>\n\n\n\n

\\(D\\) is the diffusion coefficient;<\/p>\n\n\n\n

\\(\\frac {d\\psi}{dx}\\) is the spatial gradient of the substance’s concentration.<\/p>\n\n\n\n

Therefore, the diffusion coefficient is the factor of proportionality between the flux and the spatial gradient of a diffusing species\\(^1\\). It is possible to find diffusion coefficients for a pair of substances on journal publications, as well as engineering websites such as the Engineering ToolBox<\/a>\\(^2\\).<\/p>\n\n\n\n

Delta Coefficient<\/h3>\n\n\n\n

This setting is available for the OPENFOAM\u00ae solvers<\/a> whenever a large eddy simulation (LES)<\/a> turbulence model is chosen (see Figure 1). <\/p>\n\n\n\n

In an LES simulation, only the large eddies are fully resolved. Resolving eddies of all scales results in an enormous computational effort. For this reason, the Delta coefficient<\/em> is used as a filter for the subgrid-scale. <\/p>\n\n\n\n

The Delta coefficient will be related to the local cell size. The smaller eddies that are filtered out are modeled using a RANS approach. Meanwhile, large eddies continue to be fully resolved.<\/p>\n\n\n\n

Surface Tension<\/h3>\n\n\n\n

For a multiphase analysis<\/a>, the surface tension between the phases can be defined here. It is possible to find the surface tension values for various fluids in online sources such as the Engineering ToolBox<\/a>\\(^2\\).<\/p>\n\n\n

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\"model<\/a>
Figure 4: Default settings of the model tab for a multiphase study.<\/figcaption><\/figure>\n<\/div>\n\n\n

Finite Element Analysis<\/h2>\n\n\n\n

Geometric Behavior<\/h3>\n\n\n\n

There are two valid settings for Geometric Behavior<\/em>: Linear<\/em> and Nonlinear<\/em>.<\/p>\n\n\n\n

When choosing a Linear<\/em> behavior, the numerical model of the solid parts is not updated as the simulation progresses. Therefore, during the entire simulation, the loads, deformations, and physics will take into account the initial state of the geometry. For this reason, a linear behavior is only a good approximation when the model undergoes small deformations and small rotations.<\/p>\n\n\n\n

The Nonlinear<\/em> option is a better choice when large rotations and deformations are expected. The mathematical model is updated after each step, allowing a precise computation of the results throughout the simulation.<\/p>\n\n\n

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\"model<\/a>
Figure 5: Default model definition for a nonlinear static and dynamic simulation<\/figcaption><\/figure>\n<\/div>\n\n\n

The geometric behavior definition is only necessary in the following cases:<\/p>\n\n\n\n