Loads
A load applies a force or a flux to the model. Loads are Neumann conditions, as distinct from the boundary conditions, which prescribe values instead.
Loads belong to a step. A load defined in one step does not carry into the next unless it is defined there too, which is how a load is removed partway through an analysis.
Assigning a load
Expand the load type in the tree, set its values, and select the entities it applies to. The types available are:
| Load type | Applies to |
|---|---|
| Gravity | Surfaces, volumes |
| Point load | Points |
| Pressure | Lines, surfaces |
| Water Pressure | Lines, surfaces |
| Drainage | Lines, surfaces |
| Ground springs (Winkler) | Solid edges, solid faces or beams |
| Compliant base | Lines, surfaces |
| Inflow/Outflow | Lines, surfaces |
| Mass point | Points, lines |
| Spring-damper element | Two node sets |
Gravity takes a magnitude and a direction, and is what applies self-weight. It belongs in the geostatic step and in every step that follows — a step without gravity has no self-weight in it.
Point load takes a component per direction: x, y and z.
Loading rate
Every load carries a Loading rate:
| Option | Meaning |
|---|---|
| instant | The full value is applied at the start of the step |
| amplitude | The value follows a named amplitude over the step |
With amplitude selected, an amplitude is chosen from those defined in the
amplitude manager,
and an Edit amplitude command opens the manager directly from the tree.
Applying a large load instantly is a common cause of convergence trouble. A
ramp amplitude applies it gradually and usually solves it. Gravity in a
geostatic step is the exception — there the load is meant to be present from
the outset, and instant is right.
Editing loads across steps
The tree is where a load is created. Once it exists, the load manager is the faster way to change it, because it shows every load of a step in one table and can carry an edit forward into the following steps in one action.
Use the tree to add a load or to change one in a single step; use the load manager when the same load has to be adjusted through a sequence of steps.
Loads are described under Distributed loads, Distributed surface loads, Cload, Body Force, Mass points and Spring-damper element in the numgeo reference manual.