Frequency Response Process

The Normal Modes loadcase Process Manager automatically generates a loadcase template, which can be used in the Analysis Manager for future normal modes loadcases without going through the Process Manager again.

Figure 1.

1. From the menu bar, click Tools > Freq Resp Process and selecting one of the step-by-step process templates.

   A normal modes analysis process template is loaded and opens in the Process Flow browser.

2. In the Subcase Definition task, create a new subcase or edit an existing subcase.
   1. Create or edit a subcase.
      • To create a new subcase, edit the optional subcase label and click Add.
      • To edit an existing subcase, highlight an existing subcase in the list box, edit the optional subcase label and click Update.
   2. Once input to the task is complete, click Apply to proceed.

   
   
   Figure 2.

3. In the Normal Mode Frequency task, define Normal Mode Frequency.
   1. Enter normal modes extraction parameters, such as Min. and Max. frequency, or the number of modes desired.
      In most cases, only input for the Max. frequency field is needed. When left blank, the Min. frequency is interpreted as 0 (Hz.), and the No. of modes is however many found between 0 and the Max. frequency. This task gives you separate control over modal extraction in the structural and fluid domains.
   2. Once input to the task is complete, click Apply to proceed.

   
   
   Figure 3.

4. In the Select Response Points task, select response points for output.
   1. Select a Response type, such as Displacement.
   2. Use the Entity selector to select nodes, a node set, or tags to be included in a particular response set.
      You can add or delete multiple response sets from the list using the Add row and Delete row icons to the right of the list.

      
      
      Figure 4.

   3. Under Output data format, select the complex frequency response data format (real/imaginary or magnitude/phase).
   4. Under Output file format, select the output file format (h3d, punch, or op2).
   5. Once all the required responses have been defined, click Apply to proceed.

   
   
   Figure 5.

5. In the Constraint selection, SPC task, select the boundary condition of the frequency response analysis.
   1. You can select existing SPCs by checking the corresponding box under the Active column, or click Create SPC to go to the Constraints panel and define a new SPC.
   2. Once the boundary condition has been fully defined, click Apply to proceed.
6. In the Constraint selection, MPC task, select MPC equations to turn on for the frequency response analysis.
   1. Select MPCs.
      • NVH user profile: There are two options for managing MPCs, the Analysis Manager and the Process Manager. If you select the Analysis Manager, the Select subcase option and the MPCs list are disabled. If you select the Process Manager, after you select a subcase you can then select existing MPCs by checking the corresponding box under the Active column.
      • HyperMesh user profile: The Analysis Manager option is not available, and the MPCs can only be managed through the Process Manager.
   2. Once the MPC equations have been selected, click Apply to proceed.
7. In the Parameter Selection task, select typical solution parameters, such as title, singular point constraints, and so on.
   1. Check all boxes under the Active column to activate the desired solution option.
   2. Once the parameters have been selected, click Apply and a Process Manager message box pops up informing you that the process has come to an end.
   3. Click Yes to close the template, or No to review or edit the process steps.

   
   
   Figure 6.

8. In the Generate TPL file task, generate and save the parameters defined in a standard template file at your selected location.
   In the Analysis Manager, the generated template file can be selected as loadcase and solver decks can be exported for normal modes analysis.

   
   
   Figure 7.

The CMS SE Generation process template helps you generate a CMS SuperElement (SE) modal model from a finite element based model.

Figure 8.

1. From the menu bar, click Tools > Freq Resp Process > CMS SE Generation.
2. In the CMS Modal Frequency step, define the CMS modal frequency.
   1. For CMS method, select a type of CMS SE.
      • Choose Craig-Bamption (CBN) to create a fixed boundary Craig-Bamption (CBN) CMS superelement.
      • Choose GM - general modal method to create a mixed (free-free or fixed) boundary (GM - general modal method) CMS superelement.
   2. Define the modes to be included by specifying either the upper frequency or the number of modes, as well as Spoint starting IDs to be assigned to the modes.
      The Spoint ID fields are auto filled with the first available ID provided by the HyperMesh database. Each mode added to the CMS SE will be assigned a Spoint ID sequentially from the starting ID, and the total number of Spoint IDs actually used will be the same as the number of modes found.
   3. Fluid modes, as well as fluid-structure coupling matrix can be included in the CMS SE by selecting the Coupled fluid-structure SE checkbox, and providing the above mentioned frequency and Spoint ID definition for the fluid modes.
   4. Once the task has been completed, click Apply to proceed.

   
   
   Figure 9.

3. In the CMS Modal Definition task, specify what recovery information is to be stored in the CMS SE.
   1. Select a set of elements, for which the keyword Plotel is a valid specification, or a set of grids.
   2. To exclude/include rigid elements from the recovery set, select the Rigid checkbox.
   3. Once the model recovery set has been defined, click Apply to proceed.

   
   
   Figure 10.

4. In the Attachment Definition task, specify attachment point sets.
   1. Both fixed and free-free attachments can be specified for a mixed (GM) CMS SE, while only fixed attachments can be specified for a fixed (CBN) CMS SE.
   2. Once the attachment set has been defined, click Apply to proceed.

   
   
   Figure 11.

5. In the MISC Options task, specify structural damping and fluid-structure coupling options.
   1. You can specify a global material damping to be assigned to all structural parts, or select the option of No damping to avoid adding any damping globally if damping has been specified at the material level for all components.
      Note:

      Global modal viscous damping or global fluid damping cannot be stored in a CMS SE, but can be applied in assembly (residual) runs using the CMS SE as a component.

   2. For fluid-structure coupling, choose Solver auto-search driven by the ACMODL card, or Akusmod which assumes that coupling is provided in a binary file named ftn.70.

   
   
   Figure 12.

6. In the Parameter Selection task, select typical solution parameters, such as title, singular point constraints, and so on.
   1. Check all boxes under the Active column to activate the desired solution option.
   2. Once the parameters have been selected, click Apply and an Process Manager message box pops up informing you that the process has come to an end.
   3. Click Yes to close the template, or No to review or edit the process steps.

   
   
   Figure 13.

Generate a CDS SuperElement (SE) from a finite element based model.

Figure 14.

1. From the menu bar, click Tools > Freq Resp Process > CDS SE Generation.
2. In the Select Analysis Frequencies task, enter the frequencies for which response solution is needed.
   1. Define the frequency set.
      • To define the min, max, and a linear step, select Frequency range. For Incr type, select Linear and then fill in the required fields.
      • To define min, max, and a number of increments with logarithmic spacing, select Frequency range. For Incr type, select Logarithmic and then fill in the required fields.
      • To define an arbitrary list of frequencies, select Frequency list and enter a list of arbitrary frequencies.
   2. Click Update.

      A frequency set entry is created in the list box to the left. You can add additional frequency sets, or delete one from the list using the Add row and Delete row icons to the right of the list.

   3. Once the frequency set(s) have been defined, click Apply to proceed.

   
   
   Figure 15.

3. In the Normal Mode Extraction task, the default frequencies filled in are based on the max. frequency you filled in for the previous step.
   1. Modify the values based on the specific requirements of the case under study.

      These values are merely the suggested values based on general use cases.

   2. Click Apply to proceed.

   
   
   Figure 16.

4. In the CDS Method task, define the CDS method.
   1. For CDS method, select a type of CDS SE.

      Currently only the BME method is available.

   2. To store transfer functions in CDS superelement, select the Store transfer functions in CDS superelement checkbox.
   3. To generate a CMS-SE modal model result file after solving, select the Export CMS superelement file checkbox.
   4. Click Apply to proceed.

   
   
   Figure 17.

5. In the CMS Model Definition task, specify which recovery information is to be stored in the CMS SE.
   Restriction: This task is only activated when the Export CMS superelement file checkbox is selected.
   1. Select a set of elements, for which Plotel is a valid specification, or a set of grids.
   2. To include or exclude rigid elements from the recovery set, select the Rigid checkbox.
   3. Once the model recovery set has been defined, click Apply to proceed.

   
   
   Figure 18.

6. In the Attachment Definition task, specify attachment point sets.
   1. Both fixed and free-free attachments can be specified for a mixed (GM) CMS SE, while only fixed attachments can be specified for a fixed (CBN) CMS SE.
   2. Once the attachment set has been defined, click Apply to proceed.

   
   
   Figure 19.

7. In the MISC Options task, specify structural damping and fluid-structure coupling options.
   1. You can specify a global material damping to be assigned to all structural parts, or select the option of No damping to avoid adding any damping globally if damping has been specified at the material level for all components.
      Note:

      Global modal viscous damping or global fluid damping cannot be stored in a CMS SE, but can be applied in assembly (residual) runs using the CMS SE as a component.

   2. For fluid-structure coupling, choose Solver auto-search driven by the ACMODL card, or Akusmod which assumes that coupling is provided in a binary file named ftn.70.

   
   
   Figure 20.

8. In the Parameter Selection task, select typical solution parameters, such as title, singular point constraints, and so on.
   1. Check all boxes under the Active column to activate the desired solution option.
   2. Once the parameters have been selected, click Apply and an Process Manager message box pops up informing you that the process has come to an end.
   3. Click Yes to close the template, or No to review or edit the process steps.

   
   
   Figure 21.

Set up subcases with unit inputs. In practice, this is common to generate vibration and noise sensitivity results.

Figure 22.

1. From the menu bar, click Tools > Freq Resp Process > Unit Input Frequency Response.
2. In the Select Solution Type task, select a solution method.
   1. Select either the Direct Frequency Response solution method, or the Modal Frequency Response solution method. For large problems involving more than a few frequencies, the modal solution is typically the most efficient solution.
   2. Click Apply to proceed.
3. In the Select Analysis Frequencies task, enter the frequencies for which response solution is needed.
   1. Define the frequency set.
      • To define the min, max, and a linear step, select Frequency range. For Incr type, select Linear and then fill in the required fields.
      • To define min, max, and a number of increments with logarithmic spacing, select Frequency range. For Incr type, select Logarithmic and then fill in the required fields.
      • To define an arbitrary list of frequencies, select Frequency list and enter a list of arbitrary frequencies.
   2. Click Update.

      A frequency set entry is created in the list box to the left. You can add additional frequency sets, or delete one from the list using the Add row and Delete row icons to the right of the list.

   3. Once the frequency set(s) have been defined, click Apply to proceed.

   
   
   Figure 23.

4. In the Normal Mode Extraction task, the default frequencies filled in are based on the max. frequency you filled in for the previous step.
   1. Modify the values based on the specific requirements of the case under study.

      These values are merely the suggested values based on general use cases.

   2. Click Apply to proceed.

   
   
   Figure 24.

5. In the Define Input Points & Requests, Define Loads task, define what type of load is applied.

   The first four types are only applicable for structural nodes, and the last one for fluid nodes.

   1. For Load type, select Force, Enforced motion (displacement, velocity, or acceleration), or Acoustic source.
   2. Use the Nodes selector to select nodes, a node set, or tags in the modeling window, then click Add.
      The table on the left hand side is populated with additional degree of freedom (DOF) checkboxes.
   3. You can make a single or multiple row selection within the table, and then right-click to access the DOF row selection options. Alternatively, make a single or multiple row selection within the table, and then right-click to access the column selection options.
      All selected DOFs will be checked to indicate locations and directions where unit input are to be applied.
   4. Click Apply to proceed.
      One loadcase will be created for each DOF indicated.

   
   
   Figure 25.

6. In the Define Input Points & Requests, Create Subcases & Transfer Function task, select to output transfer function between input points.

   Of particular interest are driving point (response taken at the same point as input) transfer functions, which are commonly used as a measure for local dynamic stiffness, or full matrix (all possible pairs of input point combinations) output, which is sometimes used as input for FRF based substructuring analysis.

   It is also possible to create new subcase groups of input to be used in individual subcases. New subcase groups can be added by clicking the Add Group icon. You can make a single or multiple row selections within the table, and then select the newly created Subcase group and click Update. All input dofs belonging to one subcase group will be used as simultaneous excitations in one subcase.

   
   
   Figure 26.

7. In the Select Response Points task, select response points for output.
   1. Select a Response type, such as Displacement.
   2. Use the Entity selector to select nodes, a node set, or tags to be included in a particular response set.
      You can add or delete multiple response sets from the list using the Add row and Delete row icons to the right of the list.

      
      
      Figure 27.

   3. Under Output data format, select the complex frequency response data format (real/imaginary or magnitude/phase).
   4. Under Output file format, select the output file format (h3d, punch, or op2).
   5. Once all the required responses have been defined, click Apply to proceed.

   
   
   Figure 28.

8. In the Misc Options task, select from the damping options that are available, including the global modal viscous damping on the structure side, and global material and viscous damping on the fluid side.

   
   
   Figure 29.

9. In the Constraint selection, SPC task, select the boundary condition of the frequency response analysis.
   1. You can select existing SPCs by checking the corresponding box under the Active column, or click Create SPC to go to the Constraints panel and define a new SPC.
   2. Once the boundary condition has been fully defined, click Apply to proceed.

   
   
   Figure 30.

10. In the Constraint selection, MPC task, select MPC equations to turn on for the frequency response analysis.
    1. Select existing MPCs by checking the corresponding box under the Active column.
    2. Once the MPC equations have been selected, click Apply to proceed.
11. In the Parameter Selection task, select typical solution parameters, such as title, singular point constraints, and so on.
    1. Check all boxes under the Active column to activate the desired solution option.
    2. Once the parameters have been selected, click Apply and an Process Manager message box pops up informing you that the process has come to an end.
    3. Click Yes to close the template, or No to review or edit the process steps.

    
    
    Figure 31.

12. In the Generate TPL file task, generate and save the parameters defined in a standard template file at your selected location.
    • Choose Full deck TPL to access the file that has all of the parameters for the complete unit load FRF process manager. In the Analysis Manager, the generated template file can be selected as loadcase for the Solution type Full deck TPL and solver decks can be exported for the unit FRF.

      
      
      Figure 32.

    • Choose Loads Only TPL to access the file that contains only the parameters for the loadcase portion of the unit load FRF process manager. In the Analysis Manager, the generated template file can be selected as the loadcase for the Solution type Frequency Response and solver decks can be exported for general FRF.

      
      
      Figure 33.

Perform random frequency response analysis.

This analysis includes two steps, the first step is to define unit input frequency response subcase, and the second is to perform random response analysis by combining the unit input subcases with the auto and cross PSD matrix.

Figure 34.

1. From the menu bar, click Tools > Freq Resp Process > Random PSD Frequency Response.
2. In the Select Solution Type task, select a solution method.
   1. Select either the Direct Frequency Response solution method, or the Modal Frequency Response solution method. For large problems involving more than a few frequencies, the modal solution is typically the most efficient solution.
   2. Click Apply to proceed.
3. In the Select Analysis Frequencies task, enter the frequencies for which response solution is needed.
   1. Define the frequency set.
      • To define the min, max, and a linear step, select Frequency range. For Incr type, select Linear and then fill in the required fields.
      • To define min, max, and a number of increments with logarithmic spacing, select Frequency range. For Incr type, select Logarithmic and then fill in the required fields.
      • To define an arbitrary list of frequencies, select Frequency list and enter a list of arbitrary frequencies.
   2. Click Update.

      A frequency set entry is created in the list box to the left. You can add additional frequency sets, or delete one from the list using the Add row and Delete row icons to the right of the list.

   3. Once the frequency set(s) have been defined, click Apply to proceed.

   
   
   Figure 35.

4. In the Normal Mode Extraction task, the default frequencies filled in are based on the max. frequency you filled in for the previous step.
   1. Modify the values based on the specific requirements of the case under study.

      These values are merely the suggested values based on general use cases.

   2. Click Apply to proceed.

   
   
   Figure 36.

5. In the Define Input Points, Define Unit Loads task, define what type of load is applied.

   The first four types are only applicable for structural nodes, and the last one for fluid nodes.

   1. For Load type, select Force, Enforced motion (displacement, velocity, or acceleration), or Acoustic source.
   2. Use the Nodes selector to select nodes, a node set, or tags in the graphics window, then click Add.
      The table on the left hand side is populated with additional degree of freedom (DOF) checkboxes.
   3. You can make a single or multiple row selection within the table, and then right-click to access the DOF row selection options. Alternatively, make a single or multiple row selection within the table, and then right-click to access the column selection options.
      All selected DOFs will be checked to indicate locations and directions where unit input are to be applied.
   4. Click Apply to proceed.
      One loadcase will be created for each DOF indicated.

   
   
   Figure 37.

6. In the Define Input Points, Create Subcases task, select to output transfer function between input points.

   Of particular interest are driving point (response taken at the same point as input) transfer functions, which are commonly used as a measure for local dynamic stiffness, or full matrix (all possible pairs of input point combinations) output, which is sometimes used as input for FRF based substructuring analysis.

   It is also possible to create new subcase groups of input to be used in individual subcases. New subcase groups can be added by clicking the Add Group icon. You can make a single or multiple row selections within the table, and then select the newly created Subcase group and click Update. All input dofs belonging to one subcase group will be used as simultaneous excitations in one subcase.

   
   
   Figure 38.

7. In the Define Input Points, Define PSD Loads task, input the NxN 2 dimensional PSD matrix (here N is the number of subcases whose response are used in the random PSD calculations.
   1. The diagonal cells are used to define auto PSD terms, and the off diagonal cells are used to define cross PSD terms. For cross PSD, only the bottom triangle of the matrix needs to be defined. To input a PSD term, click one of the cells, and then specify the real and imaginary scaling factor and the frequency table.
   2. Once the PSD matrix input is completed, click Apply to proceed.

      
      
      Figure 39.

8. In the Define Responses, Select Response Points task, select response points for output.
   1. Select a Response type, such as Displacement.
   2. Use the Entity selector to select nodes, a node set, or tags to be included in a particular response set.
      You can add or delete multiple response sets from the list using the Add row and Delete row icons to the right of the list.

      
      
      Figure 40.

   3. Under Output data format, select the complex frequency response data format (real/imaginary or magnitude/phase).
   4. Under Output file format, select the output file format (h3d, punch, or op2).
   5. Once all the required responses have been defined, click Apply to proceed.

   
   
   Figure 41.

9. In the Define Responses, Select Nodal PSD Response task, define the response points and DOFs to be output.
   Response points and DOFs can be output into the following formatted files: XYPUNCH, XYPLOT, and XYPEAK.
   1. Select a response type and then select nodes, set of nodes, or tags, and then click Add.
      The list box is populated to allow you to further the selection to a set of DOFs.

      
      
      Figure 42.

   2. For each DOF, select the output formats.

      
      
      Figure 43.

   3. Once the PSD response selection is completed, click Apply to proceed.
10. In the Misc Options task, select from the damping options that are available, including the global modal viscous damping on the structure side, and global material and viscous damping on the fluid side.

    
    
    Figure 44.

11. In the Constraint selection, SPC task, select the boundary condition of the frequency response analysis.
    1. You can select existing SPCs by checking the corresponding box under the Active column, or click Create SPC to go to the Constraints panel and define a new SPC.
    2. Once the boundary condition has been fully defined, click Apply to proceed.

    
    
    Figure 45.

12. In the Constraint selection, MPC task, select MPC equations to turn on for the frequency response analysis.
    1. Select existing MPCs by checking the corresponding box under the Active column.
    2. Once the MPC equations have been selected, click Apply to proceed.
13. In the Parameter Selection task, select typical solution parameters, such as title, singular point constraints, and so on.
    1. Check all boxes under the Active column to activate the desired solution option.
    2. Once the parameters have been selected, click Apply and an Process Manager message box pops up informing you that the process has come to an end.
    3. Click Yes to close the template, or No to review or edit the process steps.

    
    
    Figure 46.

Apply loads at multiple DOFs simultaneously with arbitrary magnitude and delay (relative phase).

In the Unit Input Frequency Response process and the Random PSD Frequency Response processes, loads are limited to single DOF with unit inputs subcases.

Figure 47.

1. From the menu bar, click Tools > Freq Resp Process > General Frequency Response.
2. In the Select Solution Type task, select a solution method.
   1. Select either the Direct Frequency Response solution method, or the Modal Frequency Response solution method. For large problems involving more than a few frequencies, the modal solution is typically the most efficient solution.
   2. Click Apply to proceed.
3. In the Subcase Definition task, create a new subcase or edit an existing subcase.
   1. Create or edit a subcase.
      • To create a new subcase, edit the optional subcase label and click Add.
      • To edit an existing subcase, highlight an existing subcase in the list box, edit the optional subcase label and click Update.
   2. Once input to the task is complete, click Apply to proceed.

   
   
   Figure 48.

4. In the Select Analysis Frequencies task, enter the frequencies for which response solution is needed.
   1. Define the frequency set.
      • To define the min, max, and a linear step, select Frequency range. For Incr type, select Linear and then fill in the required fields.
      • To define min, max, and a number of increments with logarithmic spacing, select Frequency range. For Incr type, select Logarithmic and then fill in the required fields.
      • To define an arbitrary list of frequencies, select Frequency list and enter a list of arbitrary frequencies.
   2. Click Update.

      A frequency set entry is created in the list box to the left. You can add additional frequency sets, or delete one from the list using the Add row and Delete row icons to the right of the list.

   3. Once the frequency set(s) have been defined, click Apply to proceed.

   
   
   Figure 49.

5. In the Normal Mode Extraction task, the default frequencies filled in are based on the max. frequency you filled in for the previous step.
   1. Modify the values based on the specific requirements of the case under study.

      These values are merely the suggested values based on general use cases.

   2. Click Apply to proceed.

   
   
   Figure 50.

6. In the Define Input Points, Define Load Points task, define what type of load is applied.

   The first four types are only applicable for structural nodes, and the last one for fluid nodes.

   1. For Load type, select Force, Enforced motion (displacement, velocity, or acceleration), or Acoustic source.
   2. Use the Nodes selector to select nodes, a node set, or tags in the modeling window, then click Add.
      The table on the left hand side is populated with additional degree of freedom (DOF) checkboxes.
   3. You can make a single or multiple row selection within the table, and then right-click to access the DOF row selection options. Alternatively, make a single or multiple row selection within the table, and then right-click to access the column selection options.
      All selected DOFs will be checked to indicate locations and directions where unit input are to be applied.
   4. Click Apply to proceed.
      One loadcase will be created for each DOF indicated.

   
   
   Figure 51.

7. In the Define Input Points, Define Load Strength task, define frequency dependent load strength and delay for individual subcases or DOFs in one subcase.
   • For subcase based definition, once the subcase is selected, select a DOF row from the list box, and then add load strength frequency tables in either real/imaginary or magnitude/phase form.
     Delay or phase relative to a reference input DOF can optionally be specified as well. Loading strength can be defined manually, with external files in csv/text format and also universal (.unv) files from external data acquisition tools such as LMS and B&K. Import the .csv/text or universal file, select the relevant loading strength and click Save to define it. You can select one of the radio buttons on the right to control how the definitions provided are filled into various rows. It is also possible to go back to the Subcase Definition panel by clicking the Create Subcase icon to add new subcases or edit existing subcases. If subcases are added or edited, then you will be redirected to the Select Analysis Frequencies task to repeat all the steps prior to defining load strengths. If subcases are not edited then you will come back to the Define Load Strength task.

     
     
     Figure 52.

   • For DOF based definition, once the DOF is selected, select a subcase row from the list and follow the same process described in the above section. With this option it is not possible to add or edit subcases.

     
     
     Figure 53.

8. In the Select Response Points task, select response points for output.

   Response selection can be global or subcase specific.

   1. Select a Response type, such as Displacement.

      
      
      Figure 54.

   2. Use the Entity selector to select nodes, a node set, or tags to be included in a particular response set.
      You can add or delete multiple response sets from the list using the Add row and Delete row icons to the right of the list.

      
      
      Figure 55.

   3. Under Output data format, select the complex frequency response data format (real/imaginary or magnitude/phase).
   4. Under Output file format, select the output file format (h3d, punch, or op2).
   5. Once all the required responses have been defined, click Apply to proceed.
   Responses selected for the global subcase are by default available for other individual subcases. Additional responses can be added and used for an individual subcase. It is also possible to add duplicate response types to any individual subcase, in addition to those in the global subcase. In this case a separate response set will be created for that subcase which will be a union of entities in global and individual subcases.

   
   
   Figure 56.

9. In the Diagnostic Output Request, Select Diagnostic Output Options task, control if diagnostic outputs are to be generated.
   1. Select No to generate diagnostic output requests and the process will go directly to the Miscellaneous Options task. Select Yes to request diagnostic output only at selected response peaks.
   2. Click Apply to proceed.

   
   
   Figure 57.

10. In the Select Diagnostic Output Request, Synthesis Diagnostics task, select the Synthesis diagnostic type which presents a breakdown (participation factors) to the response, such as modal participations.
    This type will be output only at the peak frequencies of the corresponding response DOF. The selection of the Synthesis diagnostic type can be Global or Subcase Specific.
    1. First select the subcase, either Global or Individual Subcase.
    2. Select response DOFs by clicking Response points.
       In a case of individual subcases the list of responses will be a union of response entities for Global and Individual Subcase. There is a specific option of Attachment points on control volume in Auto TPA and Traditional TPA. In Auto TPA you can select a connection node set. The elements attached to connection nodes are automatically segregated into Non-Rigid Element set (CONEL) and Rigid Element set (CONREL) based on the element type. In Traditional TPA, you can create a node set at which attachment forces are to be calculated in the assembled state.

       
       
       Figure 58.

       Selecting Traditional TPA as the diagnostic type enables Create Force Analysis Job and Create Transfer Function Analysis Job tasks in the process manager tree. Create Force Analysis Job allows you to export a solver deck or submit the job related to the first step of traditional TPA for calculating attachment forces in the fully assembled state through the Analysis Manager.

       
       
       Figure 59.

    3. Click Apply to invoke the Create Transfer Function Analysis Job task.
       This will delete all the created entities, and entities related to unit transfer functions are created. This allows you to export the solver deck or submit a job related to the second step of TPA for calculating transfer function in Control Volume through the Analysis Manager.

       
       
       Figure 60.

11. In the Select Diagnostic Output Request, Operating Diagnostics task, select the Operating diagnostic type which is not response specific, such as ODS animation or energy.
    Output in this case will be generated at the super set of the peak frequencies of all selected response DOFs. In this case the selection of operating diagnostic type can be global or subcase specific.

    
    
    Figure 61.

12. In the Select Diagnostic Output Request, Output Frequency Selection task, control to select frequency at which diagnostic output is to be requested.
    • Select Automated Peak Frequency Filtering to customize options used to define response peak frequencies through the PEAKOUT card.
    • Select User Specified Frequency List to enter a list of frequencies for each subcase, which will be referenced by a OFREQ card in a separate diagnostic output subcase.
13. In the Select Diagnostic Output Request, Automated Peak Frequency Filtering task, select the customized options specific for structural and acoustic responses to be used for selected response peak frequencies.
    1. Select customized options.
       Frequency selection for this option can also be global or subcase specific. The PEAKOUT card specified for the Global subcase is also used for those subcases for which a separate PEAKOUT card is not specified. For those subcases where specific peak frequency selection control is needed, a separate PEAKOUT card should be specified with appropriate parameters.

       
       
       Figure 62.

    2. Specify a single threshold value or a frequency table.
       Only peaks above the threshold are retained in the search process as candidates.
    3. Specify the number of peaks (default =5) per response DOF to be kept in the peak frequency set.

       
       
       Figure 63.

14. In the Select Diagnostic Output Request, User Specified Frequency List task, specify a list of frequencies at which diagnostic output is requested.
    This definition is subcase specific. For subcases where a Frequency List is entered in the Select Analysis Frequencies task, the same frequency list values are automatically entered by default.

    
    
    Figure 64.

15. In the Misc Options task, select from the damping options that are available, including the global modal viscous damping on the structure side, and global material and viscous damping on the fluid side.

    
    
    Figure 65.

16. In the Constraint selection, SPC task, select the boundary condition of the frequency response analysis.
    1. You can select existing SPCs by checking the corresponding box under the Active column, or click Create SPC to go to the Constraints panel and define a new SPC.
    2. Once the boundary condition has been fully defined, click Apply to proceed.

    
    
    Figure 66.

17. In the Constraint selection, MPC task, select MPC equations to turn on for the frequency response analysis.
    1. Select existing MPCs by checking the corresponding box under the Active column.
    2. Once the MPC equations have been selected, click Apply to proceed.
18. In the Parameter Selection task, select typical solution parameters, such as title, singular point constraints, and so on.
    1. Check all boxes under the Active column to activate the desired solution option.
    2. Once the parameters have been selected, click Apply and an Process Manager message box pops up informing you that the process has come to an end.
    3. Click Yes to close the template, or No to review or edit the process steps.

    
    
    Figure 67.