OST: 2095 Frequency Response Optimization of a Rectangular Plate
This tutorial demonstrates the capability of frequency response optimization using OptiStruct.
Initially, an existing finite element (FE) model of a flat plate is retrieved and modal frequency response analysis is performed to derive the peak magnitude. A dynamic response optimization is then performed on the same plate to obtain a new design.
 Objective
 Minimize volume.
 Constraints
 Max FRF Disp. < 600 mm
 Design Variables
 The density for each element in the design space.
Launch HyperMesh and Set the OptiStruct User Profile
Import the Model
Apply Loads and Boundary Conditions
Create the SPC and Unit Load Collectors
Create Constraints
Create a Frequency Range Table
Create a Frequency Dependent Dynamic Load
Create a Set of Frequencies to be used in the Response Solution
Create a EIGRL Load Collector
Create a Load Step
An OptiStruct subcase has been created which references the constraints in the load collector spc, the unit load in the load collector rload2; with a set of frequencies defined in load collector freq5 and modal method defined in the load collector eigrl.
It is recommended to do a modal analysis before any FRF simulation. Here, this step is suppressed to focus on Frequency Response Analysis setup.
Create a Set of Nodes for Output of Results
Create a Set of Outputs and Include Damping for Frequency Response Analysis
Save the Database
 From the menu bar, click .
 In the Save As dialog, enter frf_response_input.hm for the file name and save it to your working directory.
Submit the Job
View the Results
Open the Model
Save the Database
 From the menu bar, click .
 In the Save As dialog, enter frf_response_optimization.hm for the file name and save it to your working directory.
Set Up the Optimization
Create Topology Design Variables
Create Optimization Responses
 From the Analysis page, click optimization.
 Click Responses.

Create the volume response, which defines the volume fraction of the design
space.
 In the responses= field, enter volume.
 Below response type, select volume.
 Set regional selection to total and no regionid.
 Click create.

Create the frequency response displacement (constraint), which defines the
maximum magnitude on dof3.
 In the responses= field, enter frfdisp.
 Set the response type to frf displacement.
 Switch the component from real to magnitude.
 Set the function to all freq.
 Using the nodes selector, select the node with ID 3.
 Select dof3.
 Click create.
 Click return to go back to the Optimization panel.
Create Design Constraints
 Click the dconstraints panel.
 In the constraint= field, enter constr.
 Click response = and select frfdisp.
 Check the box next to upper bound, then enter 600.
 Using the loadsteps selector, select subcase1.
 Click create.
 Click return to go back to the Optimization panel.
Define the Objective Function
 Click the objective panel.
 Verify that min is selected.
 Click response= and select volume.
 Click create.
 Click return twice to exit the Optimization panel.
Run the Optimization
 frf_response_optimization.hgdata
 HyperGraph file containing data for the objective function, percent constraint violations, and constraint for each iteration.
 frf_response_optimization.HM.comp.tcl
 HyperMesh command file used to organize elements into components based on their density result values. This file is only used with OptiStruct topology optimization runs.
 frf_response_optimization.HM.ent.tcl
 HyperMesh command file used to organize elements into entity sets based on their density result values. This file is only used with OptiStruct topology optimization runs.
 frf_response_optimization.html
 HTML report of the optimization, giving a summary of the problem formulation and the results from the final iteration.
 frf_response_optimization.oss
 OSSmooth file with a default density threshold of 0.3. You may edit the parameters in the file to obtain the desired results.
 frf_response_optimization.out
 OptiStruct output file containing specific information on the file setup, the setup of the optimization problem, estimates for the amount of RAM and disk space required for the run, information for all optimization iterations, and compute time information. Review this file for warnings and errors that are flagged from processing the frf_response_optimization.fem file.
 frf_response_optimization.sh
 Shape file for the final iteration. It contains the material density, void size parameters and void orientation angle for each element in the analysis. This file may be used to restart a run.
 frf_response_optimization.stat
 Contains information about the CPU time used for the complete run and also the breakup of the CPU time for reading the input deck, assembly, analysis, convergence, and so on.
 frf_response_optimization_des.h3d
 HyperView binary results file that contain optimization results.
 frf_response_optimization_s#.h3d
 HyperView binary results file that contains from linear static analysis, and so on.
 frf_response_optimization.his_data
 The OptiStruct history file containing iteration number, objective function values and percent of constraint violation for each iteration.
View the Results
Element Density and Element Thickness results are output from OptiStruct for all iterations.