The following topics describe the calculations for the methods and base results as well as the Composite Criterion.
Measures Object
- Mass
The criterion calculation:
Given
, the volumetric mass of the body, and
, the mass formula of the k-th body reads (continuous and discretized):
Where
and
are the volume and resp. the volumetric mass of the e-th element.
Note: The volume criterion uses the same formula with
.
In the context of topology optimization, the formula reads:
Where
is the density parameter of the e-th element. This is a unit-less multiplier with a range of 0.0 to 1.0.
- Center of Gravity
For Center of Gravity, you can choose the component of interest (x, y or z).
Given X = (x, y, z), a material point within the body, the formula reads (continuous):
The sum over the k-th body of interest.
After discretization:
Where:
is the centroid of the e-th element.
other quantities are defined above
Notes:
is given with respect to the global coordinate system.
for a coordinate system:
where P is the rotation matrix.
- Moment of Inertia
The Moment of Inertia is by nature a tensor. You can choose the component of interest (Ixx, Iyy, Izz, Ixy, Ixz, Iyz).
The full tensor with respect to the global coordinate system reads (continuous formula):
After discretization:
Note:
is given with respect to the global coordinate system (origin = 0).
With respect to the Center of Gravity (G) the formula now reads:
Where
is the total mass of the body scoping.
And
is the 3 x 3 identity matrix.
Harmonic Response Analysis
- Primary Criteria
The goal of the User Defined Criterion feature is to define a singular scalar value that measures the mechanical performance of a design as a result of the following three-step reduction process:
Component reduction that converts a base-result (namely a complex-valued spatial vector-field, defined for every excitation frequency) onto a spatial scalar-field defined for every excitation frequency.
Spatial reduction that transforms the component-reduced field into a singular scalar value defined for every excitation frequency.
Frequency reduction that aggregates the spatially-reduced field into a singular scalar value.
Here is an example of the computation process for a displacement base result:
Component reduction returns a spatial scalar field, defined for every excitation frequency: Spatial reduction returns a singular value, defined for every excitation frequency:
After discretization,
generally reads:
Frequency reduction returns a singular scalar value, the criterion:
After discretization, the criterion reads:
where:
NodeSet is the set of nodes defined by the scoping. FrequencySet is the set of frequencies defined by the Frequency Reduction. is the Frequency Range of the criterion:
is the excitation frequency.
is the quantity obtained by component reduction.
Considering the displacement as a base result, its complex harmonic amplitude
is a complex-valued vector field that reads:
Then the different component reductions are:
is the weight of each node of the NodeSet.
This parameter is related to the following Spatial Reduction when the property is set to :
(Based on scoping,
can be the volume of influence, the surface of influence or the length of influence).
When the Spatial Reduction property is set to , the criterion is defined as:
However, in order for this calculation to be derivable, the max operator is approximated. The calculation uses the absolute values of the result.
The Frequency Reduction property is a read-only property set to .
Note:The frequency reduction process naturally introduces discretization error in the criterion evaluation. The application calculates an estimate for this error. If it exceeds 10% of the criterion value, then a corresponding message appears in the Optimization Output.
If the calculated displacement, velocity, or acceleration presented in the Value property is close to or equals zero, then the Discretization Error property is always set to 0%.
Modal Analysis
- Primary Criterion
For the
setting, the criterion reads:Where:
is the selected mode of interest (Mode property).
For the Average reduction frequency, the weight is the same for all frequencies, that is:
For the
setting, the weight is given by:This permits to approximate the min value while staying derivable.
Static Structural Analysis
- Primary Criterion
The goal of the User Defined Criterion feature is to define a singular scalar value that measures the mechanical performance of a design as a result of the following two-step reduction process:
Component Reduction that converts a base-result (namely a spatial vector-field) onto a spatial scalar-field.
Spatial Reduction that transforms the spatial scalar-field onto a singular scalar value.
Here is an example of the computation process for a displacement base result:
Component reduction returns a spatial scalar field:
Spatial reduction returns a singular value, the criterion (Crit):
After discretization, the criterion generally reads:
Where:
NodeSet is the set of nodes defined by the scoping.
i is the specified load step (Current Step Number property).
is the quantity obtained by component reduction.
Considering the displacement as a base result, the different component reductions are:
For Spatial Reduction set to
:. Not available when the Base Result property is set to .
For Spatial Reduction set to
:is the weight of each node of the NodeSet. This parameter is related to the following Spatial Reduction when the property is set to :
(Based on scoping,
, can be the volume of influence, the surface of influence, or the length of influence).
When the Spatial Reduction property set to , the criterion is defined as:
However, in order for this calculation be derived, the maximum (max) criterion is approximated. The calculation uses the absolute values of the result.
Note: When the Base Result property is set to and the Component Reduction property is set to , the formula of the criterion reads:
[where: (Rnx, Rny, Rnz) = the (x, y, z) reaction force at the n-th node.
Composite Criterion
Using the Composite Criterion object, you combine several primary criteria into a single scalar value. The composite criteria is computed as a weighted sum of Primary Criteria.
Where:
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