|
»Click here to display Table of Contents«
|
Equations |
|
|
|
|
|
Equations |
|
|
|
|
|
»Click here to display Table of Contents«
|
Equations |
|
|
|
|
|
Equations |
|
|
|
|
Equation entities contain mathematical equations that define more complex loads. They are used to define linear constraints in local and global coordinate systems.
The following panels can be used to create and edit equations:
The data names associated with equation loads can be found in the data names section of the HyperMesh Reference Guide.
|
Each load or constraint must belong to a load collector. Loads or constraints in history data (under *STEP) should be organized into load collectors with HISTORY card image. These load collectors need to be added to a load step from the Load Steps panel. Loads or constraints in model data, however, should be organized into load collectors with the INITIAL_CONDITION card image. These load collectors do not need to be added to a load step. All Loads and Boundary conditions are recommended to be defined from the Step Manager in the Abaqus user profile.
|
|
Several load types cause three cards to be output for x, y, and z components. During input, these are grouped into one load. Loads cannot be applied to sets, components, or boxes. Load curves are input and output. Use the Card Editor to select load curves. Load cards cannot be edited.
|
|
See Also:
