Spring Material
By adding the Predeformation subnode, you can prescribe that the spring force is zero at a nonzero spring extension.
Coordinate System Selection
The spring constants and loss factors are given with respect to the selected coordinate system.
Spring
Select the Spring type and its associated spring constant or force using Table 4-6 as a guide.
Use the built-in variables for the thin layer extension for the options Force per area as function of extension, Force per length as function of extension, or Total force as function of extension. The names are <item>.uelt1, <item>.uelt2, and <item>.ueln, where <item> is the name of the Thin Layer node (for example, solid.tl1), and t1, t2, and n are the coordinate names of the local boundary system.
The spring constants can be entered as Isotropic, Diagonal, or Symmetric. For Isotropic the same spring constant is used in all the diagonal elements of the spring matrix.
kA
N/(mm2)
kL
N/(mm)
ktot
FA
FL
Ftot
Enter the Mass type of the thin elastic layer — Total mass, Mass per reference volume, ρV, or Mass per reference area ρA. For thin layers on 2D geometries, it is also possible to enter the Mass per reference length ρL.
Geometric Nonlinearity
The settings in this section control the overall kinematics, the definition of the strain decomposition, and the behavior of inelastic contributions, for the material.
Select a FormulationFrom study step, Total Lagrangian, or Geometrically linear to set the kinematics of the deformation and the definition of strain. When From study step is selected, the study step controls the kinematics and the strain definition.
When From study step is selected, a total Lagrangian formulation for large strains is used when the Include geometric nonlinearity checkbox is selected in the study step. If the checkbox is not selected, the formulation is geometrically linear, with a small strain formulation.
To have full control of the formulation, select either Total Lagrangian, or Geometrically linear. When Total Lagrangian is selected, the physics will force the Include geometric nonlinearity checkbox in all study steps.
When inelastic deformations are present, such as for plasticity, the elastic strain can be obtained in different ways: using additive decomposition of strains or logarithmic stretches, or using multiplicative decomposition of deformation gradients.
Select a Strain decompositionAutomatic, Additive, Logarithmic, or Multiplicative to decide how the inelastic deformations are treated. This option is not available when the formulation is set to Geometrically linear.
When Automatic is selected, a multiplicative or additive decomposition is used with a total Lagrangian formulation, depending on the Include geometric nonlinearity checkbox status in the study step.
Select Additive to force an additive decomposition of strains.
Select Logarithmic to force an additive decomposition of logarithmic stretches. This option is only visible if Formulation is set to Total Lagrangian.
-
Select a MethodAnalytic or Padé to decide how the logarithm of the right stretch tensor is computed.
Select Multiplicative to force a multiplicative decomposition of deformation gradients. This option is only visible if Formulation is set to Total Lagrangian.

The Logarithmic strain decomposition is available for Linear Elastic materials in the Solid Mechanics and Solid Mechanics, Explicit Dynamics interfaces.
The Strain decomposition input is only visible for material models that support both additive and multiplicative decomposition of the deformation gradient.
Lagrangian Formulation, Deformation Measures, and Inelastic Strain Contributions in the Structural Mechanics Theory chapter.
Modeling Geometric Nonlinearity in the Structural Mechanics Modeling chapter.
Study Settings in the COMSOL Multiphysics Reference Manual.
Energy Dissipation
Select how to compute the energy dissipated by Creep, Plasticity, Viscoplasticity, or other dissipative processes.
Select how to Store dissipationFrom physics interface, Individual contributions, Total, Domain ODEs (legacy), or Off.

The option Domain ODEs (legacy) is not available in the interfaces intended for time-explicit dynamic analysis.
Use From physics interface to treat the dissipative processes as specified in the settings of the physics interface, see for instance Energy Dissipation in the Solid Mechanics interface.
Use Individual contributions to treat each dissipative process independently. Selecting this option gives a more flexible implementation for problems where dissipation occurs at different time scales, and you want to distinguish each phenomenon separately.
Use Total to accumulate all the dissipative processes into one common variable.
Use Domain ODEs to accumulate the dissipative processes into ODE variables instead of internal state variables.
Constraint Settings
To display this section, click the Show More Options button () and select Advanced Physics Options in the Show More Options dialog. For more information about this section, see Constraint Settings in the COMSOL Multiphysics Reference Manual.
Location in User Interface
Context Menus
Ribbon
Physics tab with Thin Layer node selected in the model tree: