Elastic Waves, Time Explicit Model
The Elastic Waves, Time Explicit Model node adds the equations for modeling the propagation of linear elastic waves. Define the properties of a general isotropic or anisotropic material. The model solves the governing equations for a general liner elastic material in a velocity-strain formulation
where v is the velocity, ρ the density, S the stress tensor, E the strain tensor, C is the elasticity tensor (or stiffness tensor), and Fv is a possible body force. The equations are valid for both isotropic and anisotropic material data. Bulk dissipation can be added by using the Damping subnode.
Coordinate System Selection
The Global coordinate system is selected by default. The Coordinate system list contains all applicable coordinate systems in the component. The coordinate system is used for interpreting directions of orthotropic and anisotropic material data and when stresses or strains are presented in a local system.
Linear Elastic Material
Define the Solid model representation of the material. Choose:
Isotropic for a linear elastic material that has the same properties in all directions.
Orthotropic for a linear elastic material that has different material properties in orthogonal directions, so that its stiffness depends on the properties Ei, νij, and Gij.
Anisotropic for a linear elastic material that has different material properties in different directions, and the stiffness comes from the symmetric elasticity matrix, D
If orthotropic or anisotropic is selected then also select the Material data ordering to Voigt (the default) or Standard notation. This option defines what numbering and notation is used for entering user defined material data and when defining material properties in the Materials node.
Specification of Elastic Properties for Isotropic Materials
For an Isotropic Solid model, from the Specify list select a pair of elastic properties for an isotropic material — Young’s modulus and Poisson’s ratio, Young’s modulus and shear modulus, Bulk modulus and shear modulus, Lamé parameters, or Pressure-wave and shear-wave speeds. For each pair of properties, select from the applicable list to use the value From material or enter a User defined value or expression.
Each of these pairs define the elastic properties and it is possible to convert from one set of properties to another according to Table 3-1.
  D(E,ν)
D(E,G)
  D(K,G)
  D(λ,μ)
E =
ν =
K =
G =
μ
λ =
μ =
cp =
cs =
The individual property parameters are:
Young’s modulus (elastic modulus) E.
Lamé parameter λ and Lamé parameter μ.
Pressure-wave speed (longitudinal wave speed) cp.
Shear-wave speed (transverse wave speed) cs. This is the wave speed for a solid continuum. In plane stress, for example, the actual speed with which a longitudinal wave travels is lower than the value given.
Specification of Elastic Properties for Orthotropic Materials
When Orthotropic is selected from the Solid model list, the material properties vary in orthogonal directions only. The Material data ordering can be specified in either Standard or Voigt notation. When User defined is selected in 3D, enter three values in the fields for Young’s modulus E, Poisson’s ratio ν, and the Shear modulus G. This defines the relationship between engineering shear strain and shear stress. It is applicable only to an orthotropic material and follows the equation
νij is defined differently depending on the application field. It is easy to transform among definitions, but check which one the material uses.
Specification of Elastic Properties for Anisotropic Materials
When Anisotropic is selected from the Solid model list, the material properties vary in all directions, and the stiffness comes from the symmetric Elasticity matrix, D. The Material data ordering can be specified in either Standard or Voigt notation. When User defined is selected, a 6-by-6 symmetric matrix is displayed.
Note that the 6-by-6 Elasticity matrix, D has to be complete regardless of the spatial dimension of the problem. This is due to the generalized plane strain formulation of the governing equations solved in 2D.
Density
The default Density ρ uses values From material. For User defined enter another value or expression. If any material in the model has a temperature dependent mass density, and From material is selected, the Volume reference temperature list will appear in the Model Input section. As a default, the value of Tref is obtained from a Common model input. You can also select User defined to enter a value or expression for the reference temperature locally.
Lax-Friedrichs Flux Parameter
To display this section, click the Show More Options button () and select Stabilization in the Show More Options dialog box. In this section, you specify the value of the Lax-Friedrichs flux parameter τLF (default value: 0.2). This value controls the numerical flux between the elements (nodal discontinuous Lagrange elements) used with the discontinuous Galerkin (dG) method. The numerical flux defines how adjacent elements are connected and how continuous v and E are. Different definitions of the numerical flux lead to different variants of the dG method. The flux implemented here is the so-called global Lax-Friedrichs numerical flux. The value of the parameter τLF should be between 0 and 0.5. For τLF = 0 a so-called central flux is obtained. Setting τLF = 0.5 gives a maximally dissipative global Lax-Friedrichs flux.
For general information about the numerical flux see the Numerical Flux section under Wave Form PDE in the COMSOL Multiphysics Reference Guide.
Filter Parameters
To display this section, click the Show More Options button () and select Advanced Physics Options in the Show More Options dialog box. By default, the filter parameters α, ηc, and s are not active. Select the Activate check box to activate the filter. The filter provides higher-order smoothing for the dG formulation and can be used to stabilize the solution. Inside absorbing layers the settings given here are overridden by the Filter Parameters for Absorbing Layers.
Enter values for the filter parameters in the corresponding text fields (default values: 36, 0.6, and 3). α must be positive and lie between 0 and 36. α = 0 means no dissipation and α = 36 means maximal dissipation. ηc should be between 0 and 1, where 0 means maximal filtering and 1 means no filtering (even if filtering is active). The s parameter should be larger than 0 and controls the order of the filtering (a dissipation operator of order 2s). For s = 1, you get a filter that is related to the classical 2nd-order Laplacian. A larger s gives a more pronounced low-pass filter.
For more detailed information about the filter see the Filter Parameters section under Wave Form PDE in the COMSOL Multiphysics Reference Guide.