ProductsAbaqus/StandardAbaqus/ExplicitAbaqus/CAE Element types
Active degrees of freedom1, 2, 3 Additional solution variablesNone. Nodal coordinates requiredX, Y, Z Element property definitionInput File Usage MEMBRANE SECTION In addition, use the following option for variable thickness membranes: NODAL THICKNESS Abaqus/CAE Usage Property module: Create Section: select Shell as the section Category and Membrane as the section Type You cannot define variable thickness membranes in Abaqus/CAE. Element-based loadingDistributed loadsDistributed loads are specified as described in Distributed loads. *dload
FoundationsFoundations are available only in Abaqus/Standard and are specified as described in Element foundations. *foundation
Surface-based loadingDistributed loadsSurface-based distributed loads are specified as described in Distributed loads. *dsload
Incident wave loadingSurface-based incident wave loads are available. They are specified as described in Acoustic and shock loads. If the incident wave field includes a reflection off a plane outside the boundaries of the mesh, this effect can be included. Element outputIf a local orientation (Orientations) is not used with the element, the stress/strain components are in the default directions on the surface defined by the convention given in Conventions. If a local orientation is used with the element, the stress/strain components are in the surface directions defined by the orientation. In large-displacement problems the local directions defined in the reference configuration are rotated into the current configuration by the average material rotation. See State storage for details. Stress, strain, and other tensor componentsStress and other tensors (including strain tensors) are available for elements with displacement degrees of freedom. All tensors have the same components. For example, the stress components are as follows:
Section thickness
Node ordering on elements
Numbering of integration points for output
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