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Bearing Loads are simulated
contact loads applied to cylindrical parts.
This capability is only available if you installed the ELFINI Structural Analysis product.
Creating Bearing Loads is done in only one step and is much quicker than creating first a virtual part and then a load.
Computation is also much less time-consuming, because
Bearing Loads do not generate either costly contact beam elements or
virtual mesh parts.
The user selects a cylindrical boundary of the part. Any
type of revolution surface can be selected. In
the Bearing Load definition panel, you have to specify the resulting contact force (direction and
norm).
The components of the force can be given either in
the global or in a user axis system (similar to the Distributed Force).
Bearing Loads are flexible: You can vary the angle sector on which the
force is applied as well as the type of the profile distribution.
Display of the applied sinusoidal
traction:
Bearing Loads objects belong to Loads objects sets.
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Bearing Loads can be applied to the following types of
Supports:
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This task shows you how to
create a Bearing Load applied to a selected geometry.
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You can use the sample02.CATAnalysis
document from the samples directory for this task.
Before You Begin:
Go to View -> Render Style -> Customize View and make
sure the Shading, Outlines and Materials options are
active in the Custom View Modes dialog box.
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1. Click the Bearing Load icon .
The Bearing Load dialog box is displayed.
2. You can change the identifier of the
Bearing Load by editing the Name field.
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| The Axis System Type combo box allows you to
choose between Global and User Axis systems, for entering
components of the resultant force vector.
Global: if you select the Global Axis system, the components of the
resultant force vector will be interpreted as relative to the fixed
global rectangular coordinate system.
User: if you select a User Axis system, the
components of the resultant force vector will be interpreted as
relative to the specified rectangular coordinate system.
To select a User Axis system, you must activate an existing
Axis by clicking it in the specification tree. Its name will then be
automatically displayed in the Current Axis field.
Only the Force
vector component which is perpendicular to the revolution axis is taken
into account because this component is a contact component. |
| The Angle value corresponds to the angle over which the
forces can be distributed. When entering an angle value, a highly
precise preview automatically appears on the model.
180 is the default value, <
180 is useful to take into account some positive clearance, >
180 is useful to take into account some negative clearance. |
| The Orientation option provides you with two ways for
distributing forces: |
Radial: all the force vectors at the mesh nodes are
normal to the surface in all points. This is generally used for force
contact.
Parallel: all the force vectors at the mesh nodes are
parallel to the resulting force vectors. This can useful in the case
of specific loads.
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Radial: |
Parallel: |
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| The profile type can be Sinusoidal, Parabolic
or Law type, defining how you will vary the Force intensity
according to the angle: Sinusoidal,Parabolic or
Law.
Law: or F=f(q)
requires that a formal law (Formal parameters) was defined in
Knowledge Advisor (Fog). On the condition you previously activated the
Relations option in Tools -> Options -> Part
Design (Display tab) command, you can see the Law
feature in the specification tree. No sooner do you select this
feature in the specification tree, that this formal parameter appears in the
Law field (Bearing Load dialog box). |
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You can define the resultant force vector direction by using the compass.
You can modify the compass
orientation either with the mouse or by editing the compass.
By applying the compass to any
part geometry, you can align the compass directions with the implicit axis
directions of that geometry: drag the compass by handling the red square
and drop it on the appropriate surface. The normal direction to this
surface defines the new direction. Then, click on the Compass Direction
button to take this new direction into account. You can now invert the
direction if desired, editing the values of the three components.
3. Set the Axis system to Global.
4. Enter values for the X,
Y, Z
components of the resultant force vector. For example, X = -500N.
The corresponding Norm
value is automatically computed and displayed.
5. Set the Angle value to 90deg.
6. Select the support ( a geometry) on which the resultant
Bearing Load vectors are
applied. Any selectable geometry is
highlighted when you pass the cursor over it.
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Selected support:
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Resultant load:
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7. Click OK Bearing Load dialog
box to
create the Bearing Load.
A Bearing Load object appears in the specification tree under the active
Loads objects set.
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| You can either select the
support and then set the Bearing Load specifications, or set the Bearing Load specifications and then select the
support. |
| If you select several geometric
supports,
you can create as many Bearing Loads as desired with the
same dialog box. A series of Bearing Loads can therefore be
created quickly. |
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Loads are required for Stress
Analysis computations. |
| If several Analysis Cases have been defined in
the Finite Element Model, you must activate a Loads objects set in the specification tree
before creating a Bearing Load object. |
| Bearing Load objects can be edited by a double click on the
corresponding object or icon in the specification tree. |
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Make sure the computation is finished before
starting any of the following operations.
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Products
Available in
Analysis Workbench
The ELFINI Structural Analysis
product offers the following additional features with a right mouse click
(key 3):
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on a Bearing Load object:
Bearing Load Visualization on Mesh: the translation of
the Bearing Load specifications into solver specifications
can be visualized symbolically at the impacted mesh nodes, provided
the mesh has been previously generated via a Compute action.
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on a Loads objects set:
1) Generate Image: generates an image of the computed Load objects
(along with translating all user-defined Loads specs into explicit solver commands
on mesh entities), by
generating symbols for the elementary loads imposed by the Loads
objects set. The image can be edited to include part or all of the
options available.
2) Report: the partial status and results of intermediate
pre-processor computations are reported in HTML format. It represents
a subset of the global Report capability and generates a partial
report of the Loads objects set Computation.
See Creating Pressures for more details.
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3) Double-clicking on the Loads set, you will display the
Loads dialog box that lets you choose whether you wish to apply
self-balancing to the load. Example of use: if this option is used with
iso-static specifications, it will allow you to simulate free-body
loading. If you make the option active, the center of inertia results
null.
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