- By default the modes are not tracked during the optimization. Mode
tracking is activated in OPT_PARAM command:
DRESP
ID_NAME = single_lowest_eigenfrequency_1
DEF_TYPE = SYSTEM
TYPE = DYN_FREQ
LC_SET = MODAL, ALL, 1
END_
OBJ_FUNC
ID_NAME = maximize_single_eigenfrequency
DRESP = single_lowest__1
TARGET = MAX
END_
OPT_PARAM
ID_NAME = opt_params
OPTIMIZE = maximize_single_eigenfrequency
MODETRACKING = ON
MODENUMBERS = 8
END_
For this example, at least 8 eigenfrequencies should be requested in the
finite element input model defined by the user.
Define an Objective Function for a Minimization of a Specific Eigenfrequency
in Tosca ANSA® environment
To add a new objective term for the optimization, apply OBJ_FUNC > New. The OBJFUNC_TERM dialog appears:
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Choose TYPE = DYN_FREQ_KREISSEL.
Select the appropriate load case
in LC_SET field either directly or by pressing "?" key in LC_SET field and using the window
that appears. Note:
The 3rd parameter
is the eigenfrequency number, so that 1 corresponds to the smallest eigenfrequency.
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Define a Design Response for a Specific Eigenfrequency in Tosca Structure.gui
To create a new Design Response, select Command > DRESP. The DRESP dialog appears.
Set DefType = System,
Category = Base and Type = DYN_FREQ.
Choose the load case
by pressing Add LC button and setting Analysis Type to MODAL,
entering the load case
ID and the numbers of eigenmodes (e.g., 1) in Eigenmode/Subcase
field.
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