Linear Elastic Material
The Linear Elastic Material node adds the equations for a linear elastic shell and an interface for defining the elastic material properties.
By adding the following subnodes to the Linear Elastic Material node you can incorporate many other effects:
A Shell Local System subnode is always added. In this node you specify the coordinate system in which material orientations and results are interpreted. You can add several Shell Local System nodes in order to control the local directions on different boundaries.
Linear Elastic Material
Select Material symmetryIsotropic, Orthotropic, or Anisotropic and enter the settings as described for the Linear Elastic Material for the Solid Mechanics interface. Note that:
For Orthotropic no values for Ez, νyz, or νxz need to be entered due to the shell assumptions. It is also possible to define Transversely isotropic material properties.
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.
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.
Geometric Nonlinearity
The settings in this section affect the behavior of the selected domains in a geometrically nonlinear analysis.
If a study step is geometrically nonlinear, the default behavior is to use a large strain formulation in all domains. Select the Geometrically linear formulation check box to always use a small strain formulation, irrespective of the setting in the study step.
The default value is that the check box is cleared, except when opening a model created in a version prior to 4.3.
When a geometrically nonlinear formulation is used, the elastic deformations used for computing the stresses can be obtained in two different ways if inelastic deformations are present: additive decomposition and multiplicative decomposition. The default is to use multiplicative decomposition. Select Additive strain decomposition to change to an assumption of additivity.
Location in User Interface
Context Menus
Ribbon
Physics tab with Plasticity node selected in the model tree:
Physics tab with Plate selected: