Layered Linear Elastic Material
The Layered Linear Elastic Material node adds the equations for a layered linear elastic shell.
If the Composite Materials Module analysis is available, this material model can be applied to arbitrary layers in a multilayered shell. The material properties, orientations, and layer thicknesses are defined using Layered Material node. The offset, and local coordinate system, in which material orientations and results are interpreted, is defined by Layered Material Link or Layered Material Stack node.
Without the Composite Materials Module, only single layer shells can be modeled. This is still useful. In particular, it is used for nonlinear material models, but also for some multiphysics couplings. For single layer materials, an ordinary Material node can be used, as long you include a Shell property group in which, for example, the thickness is given.
For a general description about layered materials, see Layered Materials in the documentation for the Composite Materials Module.
By adding the following subnodes to the Layered Linear Elastic Material node you can incorporate many other effects:
Some of these material models are only available together with the Nonlinear Structural Materials Module (see https://www.comsol.com/products/specifications/).

The Layered Linear Elastic Material is only available for the Shell interface, but not for the Plate interface.
Shell Properties
For this node, the Shell Properties section is only used for selecting a material model, but not individual layers.
For a general description of this section, see Layer and Interface Selections in the documentation for the Composite Materials Module.
Boundary Selection
The boundary selection in this node is similar to the Linear Elastic Material node. It is however only possible to select boundaries which are part of the selection of a layered material defined in Layered Material Link or Layered Material Stack node.
Linear Elastic Material
Select a linear elastic Solid modelIsotropic, Orthotropic, or Anisotropic and enter the settings as described for the Linear Elastic Material for the Solid Mechanics interface. If the layers have different types of anisotropy properties, select the one that is most complex.
Note that:
For Orthotropic no values for Ez, νyz, or νxz need to be entered due to the shell assumptions.
For User defined Anisotropic a 6-by-6 symmetric matrix is displayed. Due to the shell assumptions, you only need to enter values for D11, D12, D22, D14, D24, D55, D66, and D56.
Mixed Formulation
For a material with a very low compressibility, using only displacements as degrees of freedom may lead to a numerically ill-posed problem. You can then use a mixed formulation, which add an extra dependent variable for either the pressure or for the volumetric strain, see the Mixed Formulation section in the Structural Mechanics Theory chapter.
From the Use mixed formulation list, select None, Pressure formulation, or Strain formulation.
Out-of-Plane Strain
To display this section, click the Show More Options button () and select Advanced Physics Options in the Show More Options dialog box.
If the Solve for out-of-plane strain components check box is selected, extra degrees of freedom will be added for computing the out-of-plane strain components. This formulation is similar to what is used for plane stress in the Solid Mechanics and Membrane interfaces, and it is computationally somewhat more expensive than the standard formulation. In the default formulation, the out-of-plane strain in the shell is explicitly computed from the stress. This may cause circular references of variables if you for example want the constitutive law to be strain dependent. If you encounter such problems, use the alternative formulation.
Shear Correction factor
In this section there is a list for defining the value of shear correction factors. The two options available are Automatic and User defined. Once User defined option is selected, you can enter the values of k23 and k13.
To display this section, click the Show More Options button () and select Advanced Physics Options in the Show More Options dialog box.
Geometric Nonlinearity
In this section there is one check box Force linear strains. If a study step is geometrically nonlinear, the default behavior is to use a large strain formulation in all domains. There are however some cases when you would still want to use a small strain formulation for a certain domain. In those cases, select the Force linear strains check box. When selected, a small strain formulation is always used, independently of the setting in the study step.
Energy Dissipation
The section is available when you also have the Nonlinear Structural Materials Module. Then, to display this section, click the Show More Options button () and select Advanced Physics Options in the Show More Options dialog box.
Location in User Interface
Context Menus
Ribbon
Physics tab with Shell selected: