Engine Gasket Model Instructions

Size: px
Start display at page:

Download "Engine Gasket Model Instructions"

Transcription

1 SOL 600 Engine Gasket Model Instructions Demonstrated:! Set up the Model Database! 3D Model Import from a MSC.Nastran BDF! Creation of Groups from Element Properties! Complete the Material Models! Import of Loading and Unloading Curves Using Fields! Complete the Gasket Element Properties! Define the Loads and Boundary Conditions! Define the Analysis Parameters and Output Requests! Run the Analysis! Access and Process the Results

2 2 SOL 600 Set up the Model Database Before importing the block/gasket/cylinder head model, you first need to create a new MSC.Patran database and define the type of model/analysis you intend to generate. The database contains all of the modeling and analysis information for your model. Setting the new model preferences readies the database and provides you with forms tailored for a SOL 600 analysis. Defining picking preferences up front assigns the manner in which you select objects directly from the graphical viewport. To create a new MSC.Patran database: Step 1: On the File menu, click New. Step 2: In the File Name box, type gasket.db and then click OK.

3 CHAPTER Engine Gasket Model Instructions 3 Step 3: In the Analysis Code list, click MSC.Nastran. Step 4: In the Analysis Type list, click Structural, and then click OK. You now have a new database open with the analysis preferences set for a MSC.Nastran structural analysis.

4 4 SOL 600 To set the picking preferences: Picking preferences define how you select entities in your model directly from the graphical viewport. For this example, set the picking preferences so that, to select an object the entire object must be enclosed within a drawn boundary. Step 1: On the MSC.Patran Main toolbar, click Preferences and then click Picking. Step 2: From the Picking menu, select the following options: Single Picking: Select Entity. Rectangle/Polygon Picking: Select Enclose entire entity. Click Close.

5 CHAPTER Engine Gasket Model Instructions 5 3D Model Import from a MSC.Nastran BDF Rather than create the model geometry from scratch and mesh the geometry to define the finite element model, a MSC.Nastran Bulk Data file (bdf) is available for this problem. To expedite the example, you will import the finite element model from the bdf along with some material and element properties. This enables you to focus on the setting up the gasket properties and contact features specifically needed for this example. To import the model nodes, elements, and properties: Step 1: On the MSC.Patran Main toolbar, click the Analysis button. Step 2: From the Action list, click Read Input File. Model Data is automatically selected in the Object list. Step 3: Click Select Input File. Step 4: Navigate to the directory containing the bolt_n_gasket.bdf file. Step 5: Click once on bolt_n_gaske.bdf and click OK. Step 6: On the Analysis form, click Apply. The model appears in your viewport.

6 6 SOL 600 Step 7: Review the Nastran Input File Import Summary, then click OK. Step 8: On the MSC.Patran toolbar, click the Fit View button, Smooth shaded button, and the Iso 3 View button. Fit View Smooth shaded Iso 3 View Step 9: Click the Analysis button again to close the Analysis form.

7 CHAPTER Engine Gasket Model Instructions 7 Creation of Groups from Element Properties By grouping together the elements that comprise each component in the model and defining a name for each group, you can make assignments and perform tasks on a collective group rather than have to specify individual elements. Because the element properties for each component in the model have already been defined and imported from the bdf, you can form the groups based on elements that share the same element properties. To create groups according to element properties: Step 1: On the MSC.Patran Main toolbar, click Utilities. Step 2: On the Utilities menu, point to Group, and then click Group From Properties. Note: If you receive a Disclaimer message regarding the use of this tool, review the caution notice and click OK.. Step 3: Click Apply, then click Cancel. All group names begin with the prefix prop. Step 4: On the Group menu, click Post.

8 8 SOL 600 Step 5: Highlight the groups shown in the figure below: Step 6: Click Apply. A caution appears alerting you that prop_cylinder_head will be the new current group. Step 7: Click OK.

9 CHAPTER Engine Gasket Model Instructions 9 To display the model using group colors: Step 1: On the Display menu, click Entity Color/Label/Render. Step 2: From the Entity Color/Label/Render menu, select the following options: Entity Coloring and Labeling: Click Group. Target Group(s): Highlight the six group names that begin with prop. Render Style: Select Shaded/Smooth. Click Apply All. Click Cancel. Step 3: On the Utilities menu, point to Group, and then click Group Color.

10 10 SOL 600 Step 4: From the Group Color menu, select the following options: Assign Colors: Click Automatic. Group Selection: Click Select. Groups to Process: list select the six groups that begin with prop. Click Apply and then click Cancel. On the Display menu, click Light Sources. This will bring up the Light Sources menu. Step 5: Post/Unpost Light Sources: Highlight directional_1, directional_2, and directional_3 as shown below:

11 CHAPTER Engine Gasket Model Instructions 11 Step 6: Click Apply and then click Cancel.

12 12 SOL 600 Complete the Material Models Basic material property definitions for all the components in the model have already been imported into the database from the MSC.Nastran bdf. In this section you can review the property sets for each material already imported. For the gasket, the loading/unloading curves that relate pressure and gap closure will be read into the database using the Fields application in MSC.Patran. To check the material property models: Because these properties are already in the database, this task is optional and provided so that you can follow how material properties are assigned to different structures in MSC.Patran. If you do not want to review these existing properties, skip to the section Import of Loading and Unloading Curves Using Fields, pg. 15. Step 1: On the MSC.Patran Main toolbar, click the Materials button. Step 2: From the Materials menu select the following options: Action: Select Modify. Object: Select Isotropic. Existing Materials: Select steel.

13 CHAPTER Engine Gasket Model Instructions 13 Step 3: The engine block, cylinder head, and two connecting bolts are made of steel. Review the properties on the Input Options form, then click Cancel to return to the Materials form. Step 4: In the Existing Materials area, click gasket_body_membrane.

14 14 SOL 600 Step 5: The gasket body is represented by a linear elastic material model. After reviewing the material properties on the Input Options form, click Cancel to return to the Materials form. Step 6: In the Existing Materials area, click gasket_ring_membrane. Step 7: The gasket ring is also represented by a linear elastic material model. After reviewing the material properties on the Input Options form, click Cancel to return to the Materials form. Step 8: On the MSC.Patran Main toolbar, click on the Materials button to close the Materials form.

15 CHAPTER Engine Gasket Model Instructions 15 Import of Loading and Unloading Curves Using Fields To read in the gasket loading and unloading data: Step 1: On the MSC.Patran Main toolbar, click the Fields button. Step 2: From the Fields menu, select the following options: Action: Select Create. Object: Select Non Spatial Method: Select Tabular Input. Field Name: Enter body_loading. Table Definition: Select Displacement (u). Click Input Data.

16 16 SOL 600 Step 3: From the Non Spatial Scalar Table Data menu, click Import/Export. Step 4: From the Import/Export Field Data menu, navigate to the directory containing the body_loading.csv file. Click on the file body_loading.csv. Click Apply. This returns you to the Non Spatial Scalar Table Data menu. Click OK.

17 CHAPTER Engine Gasket Model Instructions 17 This returns you to the Fields menu. Click Apply. A field named body_loading is created. Step 5: Repeat Steps 3-10 to create fields for ring_loading, body_unloading, and ring_unloading. Step 6: On the MSC.Patran Main toolbar, click the Fields button to close the Fields form.

18 18 SOL 600 Complete the Gasket Element Properties With the gasket loading and unloading curves read into the database, you can assign special element properties to the gasket elements that incorporate the loading and unloading paths as well as additional nonlinear material parameters into the model. You also have the option of reviewing the element properties for the engine block, cylinder head, and connecting bolts that were imported from the MSC.Nastran bdf. To define the element properties for the gasket: Step 1: On the MSC.Patran Main toolbar, click the Properties button. Step 2: From the Element Properties menu, select the following options: Action: Select Modify. Object: Select 3D. Type: Select Solid. Prop. Sets by Name: Select gasket_body. Options: Select Gasket. Click Modify Properties.

19 CHAPTER Engine Gasket Model Instructions 19 Step 3: From the Input Properties menu, click on the Mat Prop Name icon. Step 4: From the Select Existing Materials menu, click gasket_body_membrane. This returns you to the Input Properties menu. Step 5: On the Input Properties menu, click the Loading Path icon.

20 20 SOL 600 Step 6: From the Select Field menu, in the Scalar Nonspatial Field list, click body_loading. This returns you to the Input Properties menu. Step 7: On the Input Properties menu, click in the Yield Pressure field and enter In the Tensile Modulus field, enter In the Transverse Shear Modulus field, enter In the Initial Gap field, enter Click the Unloading Path 1 icon. Step 8: From the Select Field menu, in the Select Scalar Nonspatial Field list, click body_unloading. This returns you to the Input Properties form. Step 9: On the Input Properties menu, click OK. Step 10: On the Properties menu, click Apply.

21 CHAPTER Engine Gasket Model Instructions 21 Step 11: Repeat Steps 3-15 for the gasket ring and use the values listed in the following table: Field Value Material gasket_ring_membrane Loading Path ring_loading Yield Pressure 42.0 Tensile Modulus 64.0 Transverse Shear Modulus 35.0 Initial Gap 0.0 Unloading Path ring_unloading To check the element properties for the engine block and cylinder head: If you do not want to review the remaining element properties, skip to Define the Loads and Boundary Conditions, pg. 22. Step 1: In the Prop. Sets by Name area, click cylinder_head. Click Modify Properties. Click on the Mat Prop Name icon. From the Select Existing Materials list, click steel. Click OK. Click Apply. Step 2: Repeat Steps 1-4 for the left_bolt, lower_part (block), and right_bolt.

22 22 SOL 600 Define the Loads and Boundary Conditions Two sets of boundary conditions need to be applied to the model before you are ready to run the analysis. These boundary conditions define the symmetry conditions in the model and constrain the model along the bottom surface of the engine block. You also need to apply the bolt preload to the model. The load is assigned in the form of an imposed initial displacement on a cross-section of grids through each connecting bolt. This loading simulates the torquing of the bolts during the assembly process. Finally, you define the contact bodies for the analysis. To define a constraint on the bottom of the engine block: Step 1: From the Group menu, select the following options: Action: Select Post. Select Groups to Post field: Highlight prop_left_bolf, prop_lower_part, and prop_right_bolt. Click Apply. Click OK to acknowledge the caution regarding the unposting of the current group. On the MSC.Patran Main toolbar, click the Bottom view icon.

23 CHAPTER Engine Gasket Model Instructions 23 Step 2: On the MSC.Patran Main toolbar, click the Loads/BCs button. Step 3: From the Load/Boundary Conditions menu, select the following options: Action: Select Create. Object: Select Displacement. Type: Select Nodal. New Set Name: Enter FixBottom. Click Input Data... This brings up the Input Data menu.

24 24 SOL 600 Step 4: From the Input Data menu, select the following options: Translations <T1 T2 T3>: Enter <0,0,0> Click OK. This returns you to the Loads/Boundary Conditions menu. Step 5: From the Loads/Boundary Conditions menu, Click Select Application Region. Geometry Filter: Select FEM. Application Region: Click in the Select Nodes Field. In the viewport: Click and drag a box around the bottom nodes of the block.

25 CHAPTER Engine Gasket Model Instructions 25 Click Add to add these nodes to the application region Click OK. This returns you to the Loads/Boundary Conditions menu. Click Apply. To define boundary conditions along the plane of symmetry: Step 1: From the Group menu, select the following options: Action: Select Post. Select Groups to Post: Highlight all groups except default_group. Click Apply. On the MSC.Patran Main toolbar, click the Front view icon.

26 26 SOL 600 Step 2: On the MSC.Patran Main toolbar, click the Loads/BCs button. Step 3: From the Load/Boundary Conditions menu, select the following options: Action: Select Create. Object: Select Displacement. Type: Select Nodal. New Set Name: Enter Symmetry Click Input Data... This will take you to the Input Data menu.

27 CHAPTER Engine Gasket Model Instructions 27 Step 4: From the Input Data menu: Translations<T1 T2 T3> field: Enter <,0, >. Click OK. This returns you to the Loads/Boundary Conditions menu. Step 5: Click Select Application Region. Step 6: From the Select Application Region menu, select the following options: Geometry Filter: Select FEM. Application Region: click in the Select Nodes field, then in the viewport click and drag a box around the nodes in the XZ plane.

28 28 SOL 600 Click Add to add these nodes to the application region. Click OK. This returns you to the Loads/Boundary Conditions menu. Click Apply and then click the Loads/BCs button to close the Loads and Boundary Conditions menu. To create the bolt preload: Step 1: On the Group menu select the following options: Action: Select Post. Select Groups to Post: Highlight prop_left_bolt and prop_right_bolt. Click Apply. Click OK to acknowledge the caution regarding the unposting of the current group. Click Cancel to close the Group menu. On the MSC.Patran Main toolbar, click the Bottom view icon. Step 2: On the Utilities menu, point to Loads/BCs. Step 3: Click Bolt Preload.

29 CHAPTER Engine Gasket Model Instructions 29 Step 4: From the Bolt Load Creation v1.0 menu, select the following options: Target Elem Type: Select 3D. Loading Option: Select Displacement. Axial Bolt Load: Enter D Element Faces: Click in the field. Then in the viewport click and drag a box around a layer of element faces in the middle of the left bolt. Click Apply. Repeat Steps 9 and 10 for the right bolt. Click Cancel to close the Bolt Load Creation menu.

30 30 SOL 600 To define the contact bodies: In this section you define the contact bodies for the block, head, gasket, and bolts. Step 1: From the Group menu, select the following options: Action: Select Post. Select Groups to Post: Highlight prop_lower_part. Click Apply. Click Cancel to close the Group menu.

31 CHAPTER Engine Gasket Model Instructions 31 Step 2: On the MSC.Patran Main toolbar, click the Loads/BCs button. Step 3: From the Load/Boundary Conditions menu, select the following options: Action: Select Create. Object: Select Contact. Option: Select Deformable Body. Click Select Application Region...

32 32 SOL 600 Step 4: From the Select Application Region menu, select the following options: Geometry Filter, Select FEM. Application Region: Click in the Select 3D Elements field, then in the viewport click and drag a box around the entire block. Click Add. Click OK. Click Apply. Step 5: Create the deformable bodies for the gasket by repeating Steps 1 through 9 using the groups prop_gasket_body and prop_gasket_ring. Step 6: Create the deformable bodies for the cylinder head by repeating Steps 1 through 9 using the group prop_cylinder_head. Step 7: Create the deformable bodies for the bolts by repeating Steps 1 through 9 using the groups prop_left_bolt and prop_right_bolt. Step 8: Click the Loads/BCs button to close the Loads and Boundary Conditions form.

33 CHAPTER Engine Gasket Model Instructions 33 Define the Analysis Parameters and Output Requests At this point the modeling tasks are complete and you need to define the type of analysis, the parameters for the analysis, and request the type of output you want produced. To set up the analysis: Step 1: On the MSC.Patran Main toolbar, click the Analysis button. Step 2: From the Analysis Menu, select the following options: Action: Select Analyze. Object: Select Entire Model. Method: Select Analysis Deck. Click Solution Type..., then from the Solution Type list, click Implicit Nonlinear.

34 34 SOL 600 Step 3: Click Solution Parameters... Step 4: Click Contact Parameters... Step 5: From the Contact Control Parameters menu, select the following options: Deformable-Deformable Method: Select Double-Sided. Optimize Constraint Equations: Select check box. Click OK. Click OK. Click OK again.

35 CHAPTER Engine Gasket Model Instructions 35 Step 1: On the MSC.Patran Main toolbar, click the Analysis button. Step 2: On the Analysis menu, click Subcases. Step 3: From the Subcases menu, select the following options: Action: Select Create. Available Subcases: Select Default. Click Subcase Parameters... Step 4: Click Contact Table...

36 36 SOL 600. Step 5: In the Contact Matrix area, set the glue (G)/touch(T)/deactivate(blank) parameters as shown above. Clicking multiple times in each box cycles through the three possible selections. This specifies that the gasket is glued to the cylinder head and block, but not to the bolts. Click OK, click OK, then click Apply.

37 CHAPTER Engine Gasket Model Instructions 37 To define output requests and finish subcase definition: Step 1: On the Subcase menu, click Output Requests... Click Select Nodal Results... Step 2: On the Select Nodal Results menu, select the following options: Available Result Types: Select CONTACT STATUS (38) Click OK.

38 38 SOL 600 Step 3: Click Select Element Results... Available Result Types: Select GASKET, PRESSURE (241) and GASKET, CLOSURE (242). Click OK. Click OK. Click Apply. Step 4: Click Cancel to close the Subcase menu. Step 5: Click Apply on the Analysis menu. MSC.Patran generates an updated Bulk Data file, gasket.bdf, that you will use to run the nonlinear analysis. Check in your default directly to see that gasket.bdf has been generated. Step 6: Minimize or close MSC.Patran.

39 CHAPTER Engine Gasket Model Instructions 39 Run the Analysis You are now ready to run the SOL 600 analysis. There are multiple ways to launch the MSC.Nastran analysis depending on how MSC.Nastran is installed and the availability of MSC.Patran and Analysis Manager. This section illustrates running MSC.Nastran by double clicking on a desktop icon. To submit the analysis: Step 1: Double-click on nastranw.exe or start MSC.Nastran from a desktop icon. Step 2: Select the MSC.Nastran Bulk Data file, gasket.bdf, generated from MSC.Patran, then click Open. Step 3: On the MSC.Nastran Command Information form, click Run. MSC.Nastran starts running.

40 40 SOL 600 To verify the successful completion of the analysis: Step 1: Open the MSC.Nastran output file, gasket.f06, using a text editor. Step 2: Scroll to the bottom of the file and look for the Nastran SOL 600 completion statements. *** ISHELL PROGRAM 'c:\msc.software\msc.nastran\msc20051\marc\\tools\run_marc.bat' COMPLETED *** Nastran SOL 600 completed Step 3: Close the gasket.f06 file. Step 4: Open the SOL 600 output file, gasket.marc.out, using a text editor.

41 CHAPTER Engine Gasket Model Instructions 41 Step 5: Scroll to the bottom of the file and review the run summary information. memory usage: mbyte words % of total within general memory (sizing): element storage: element stiffness matrices: solver: first part overallocation in sizing: other: allocated separately: incremental backup: solver nodal vectors: contact: tyings: transformations: kinematic boundary conditions: tables: element storage: executable and common blocks: miscellaneous total: general memory (sizing) allocated general memory (sizing) used: peak memory usage: timing information: wall time cpu time total time for input: total time for stiffness assembly: total time for stress recovery: total time for matrix solution: total time for contact: total time for output: total time for miscellaneous: total time: ************************************************************************** This is a successful completion to an MSC.Marc analysis, indicating that no additional incremental data was found and that the analysis is complete.

42 42 SOL 600 Access and Process the Results With the analysis complete, you will want to open the results file inside MSC.Patran so that you can generate visual displays of the simulated gasket pressures and gap closure. This is accomplished in two steps, first access the results file, and then generate the results plots. To attach the results file: Open or restore MSC.Patran and the Gasket database. Step 1: On the MSC.Patran Main toolbar, click the Analysis button. Step 2: From the Analysis menu, select the following options: Action: Select Access Results. Object: Select Attach T16/T19 Method: Select Result Entities. Click Select Results File... then select the gasket.marc.t16 file generated from the MSC.Nastran analysis. Click OK, then click Apply. Click the Analysis icon to close the Analysis menu.

43 CHAPTER Engine Gasket Model Instructions 43 Step 3: On the Group menu, select the following options: Action: Select Post. Select Groups to Post: Highlight prop_gasket_body and prop_gasket_ring. Click Apply. Click Cancel to close the Group menu.

44 44 SOL 600 To create fringe plots: Step 1: On the MSC.Patran Main toolbar, click Reset Graphics icon, then click Results icon. Step 2: From the Results menu, select the following options: Action: Select Create. Object: Select Fringe. Select Result Cases: Highlight all the results cases. Select Fringe Result: Select Closure, Gasket. Animate: Select check box. Click Apply. Note: To change the range for the fringe plot, see

45 CHAPTER Engine Gasket Model Instructions 45 To create a Fringe Plot of Gasket Pressure: The Result Application menu should still be open with the Action set to Create, and the Object set to Fringe. If not, click the Results button on the MSC.Patran Main toolbar and make the Action/Object selections. Step 1: In the Select Fringe Result area, click Pressure, Gasket, then click Apply.

46 46 SOL 600 To change the fringe plot ranges: If you wish to change the ranges for your fringe plots, follow the steps outlined below. Step 1: From the Results menu, select the following options: Click the Display Attributes icon. Click Range... Click Set Range. Click Define Range...

47 CHAPTER Engine Gasket Model Instructions 47 Step 2: From the Ranges menu, select the following options: New Range Name: Enter pressure_default_fringe. Start Value: Enter End Value: Enter Click Calculate. Click Apply. Click OK. Click Apply.

48 48 SOL 600

Linear Static Analysis of a Simply-Supported Truss

Linear Static Analysis of a Simply-Supported Truss LESSON 8 Linear Static Analysis of a Simply-Supported Truss Objectives: Create a finite element model by explicitly defining node locations and element connectivities. Define a MSC/NASTRAN analysis model

More information

Rigid Element Analysis with RBAR

Rigid Element Analysis with RBAR WORKSHOP 4 Rigid Element Analysis with RBAR Y Objectives: Idealize the tube with QUAD4 elements. Use RBAR elements to model a rigid end. Produce a Nastran input file that represents the cylinder. Submit

More information

Using Groups and Lists

Using Groups and Lists LESSON 15 Using Groups and Lists Objectives: Build a finite element model that includes element properties and boundary conditions. Use lists to identify parts of the model with specified attributes. Explore

More information

Sliding Block LESSON 26. Objectives: Demonstrate the use of Contact LBCs in a simple exercise.

Sliding Block LESSON 26. Objectives: Demonstrate the use of Contact LBCs in a simple exercise. LESSON 26 Sliding Block 5 Objectives: Demonstrate the use of Contact LBCs in a simple exercise. Present method for monitoring a non-linear analysis progress. 26-1 26-2 LESSON 26 Sliding Block Model Description:

More information

Modeling a Shell to a Solid Element Transition

Modeling a Shell to a Solid Element Transition LESSON 9 Modeling a Shell to a Solid Element Transition Objectives: Use MPCs to replicate a Solid with a Surface. Compare stress results of the Solid and Surface 9-1 9-2 LESSON 9 Modeling a Shell to a

More information

Stiffened Plate With Pressure Loading

Stiffened Plate With Pressure Loading Supplementary Exercise - 3 Stiffened Plate With Pressure Loading Objective: geometry and 1/4 symmetry finite element model. beam elements using shell element edges. MSC.Patran 301 Exercise Workbook Supp3-1

More information

Spatial Variation of Physical Properties

Spatial Variation of Physical Properties LESSON 5 Spatial Variation of Physical Properties Aluminum Steel 45 Radius 1 Radius 3 Radius 4 Objective: To model the variation of physical properties as a function of spatial coordinates. MSC/NASTRAN

More information

Materials, Load Cases and LBC Assignment

Materials, Load Cases and LBC Assignment LESSON 4 Materials, Load Cases and LBC Assignment 5.013 5.000 4.714 30000 4.429 4.143 3.858 3.572 3.287 3.001 2.716 2.430 2.145 1.859 20000 1.574 1.288 default_fringe : 1.003 Max 2.277 @Elm 40079.1 Min

More information

The Essence of Result Post- Processing

The Essence of Result Post- Processing APPENDIX E The Essence of Result Post- Processing Objectives: Manually create the geometry for the tension coupon using the given dimensions then apply finite elements. Manually define material and element

More information

Elastic Stability of a Plate

Elastic Stability of a Plate WORKSHOP PROBLEM 7 Elastic Stability of a Plate Objectives Produce a Nastran input file. Submit the file for analysis in MSC/NASTRAN. Find the first five natural modes of the plate. MSC/NASTRAN 101 Exercise

More information

Heat Transfer Analysis of a Pipe

Heat Transfer Analysis of a Pipe LESSON 25 Heat Transfer Analysis of a Pipe 3 Fluid 800 Ambient Temperture Temperture, C 800 500 2 Dia Fluid Ambient 10 20 30 40 Time, s Objectives: Transient Heat Transfer Analysis Model Convection, Conduction

More information

Shear and Moment Reactions - Linear Static Analysis with RBE3

Shear and Moment Reactions - Linear Static Analysis with RBE3 WORKSHOP 10a Shear and Moment Reactions - Linear Static Analysis with RBE3 250 10 15 M16x2 bolts F = 16 kn C B O 60 60 200 D A Objectives: 75 75 50 300 Create a geometric representation of the bolts. Use

More information

Elasto-Plastic Deformation of a Thin Plate

Elasto-Plastic Deformation of a Thin Plate WORKSHOP PROBLEM 6 Elasto-Plastic Deformation of a Thin Plate W P y L x P Objectives: Demonstrate the use of elasto-plastic material properties. Create an accurate deformation plot of the model. Create

More information

Normal Modes - Rigid Element Analysis with RBE2 and CONM2

Normal Modes - Rigid Element Analysis with RBE2 and CONM2 APPENDIX A Normal Modes - Rigid Element Analysis with RBE2 and CONM2 T 1 Z R Y Z X Objectives: Create a geometric representation of a tube. Use the geometry model to define an analysis model comprised

More information

Normal Modes - Rigid Element Analysis with RBE2 and CONM2

Normal Modes - Rigid Element Analysis with RBE2 and CONM2 APPENDIX A Normal Modes - Rigid Element Analysis with RBE2 and CONM2 T 1 Z R Y Z X Objectives: Create a geometric representation of a tube. Use the geometry model to define an analysis model comprised

More information

Spatial Variation of Physical Properties

Spatial Variation of Physical Properties LESSON 13 Spatial Variation of Physical Properties Aluminum Steel 45 Radius 1 Radius 3 Radius 4 Objective: To model the variation of physical properties as a function of spatial coordinates. PATRAN301ExericseWorkbook-Release7.5

More information

Normal Modes - Rigid Element Analysis with RBE2 and CONM2

Normal Modes - Rigid Element Analysis with RBE2 and CONM2 LESSON 16 Normal Modes - Rigid Element Analysis with RBE2 and CONM2 Y Y Z Z X Objectives: Create a geometric representation of a tube. Use the geometry model to define an analysis model comprised of plate

More information

Load Analysis of a Beam (using a point force and moment)

Load Analysis of a Beam (using a point force and moment) WORKSHOP 13a Load Analysis of a Beam (using a point force and moment) 100 lbs Y Z X Objectives: Construct a 1d representation of a beam. Account for induced moments from an off-center compressive load

More information

Linear Static Analysis of a Spring Element (CELAS)

Linear Static Analysis of a Spring Element (CELAS) Linear Static Analysis of a Spring Element (CELAS) Objectives: Modify nodal analysis and nodal definition coordinate systems to reference a local coordinate system. Define bar elements connected with a

More information

Post-Processing Modal Results of a Space Satellite

Post-Processing Modal Results of a Space Satellite LESSON 8 Post-Processing Modal Results of a Space Satellite 30000 7.61+00 5.39+00 30002 30001 mode 1 : Max 5.39+00 @Nd 977 Objectives: Post-process model results from an DB file. View and animate the eigenvector

More information

Modal Analysis of a Beam (SI Units)

Modal Analysis of a Beam (SI Units) APPENDIX 1a Modal Analysis of a Beam (SI Units) Objectives Perform normal modes analysis of a cantilever beam. Submit the file for analysis in MSC.Nastran. Find the first three natural frequencies and

More information

Introduction to MSC.Patran

Introduction to MSC.Patran Exercise 1 Introduction to MSC.Patran Objectives: Create geometry for a Beam. Add Loads and Boundary Conditions. Review analysis results. MSC.Patran 301 Exercise Workbook - Release 9.0 1-1 1-2 MSC.Patran

More information

Multi-Step Analysis of a Cantilever Beam

Multi-Step Analysis of a Cantilever Beam LESSON 4 Multi-Step Analysis of a Cantilever Beam LEGEND 75000. 50000. 25000. 0. -25000. -50000. -75000. 0. 3.50 7.00 10.5 14.0 17.5 21.0 Objectives: Demonstrate multi-step analysis set up in MSC/Advanced_FEA.

More information

Elasto-Plastic Deformation of a Truss Structure

Elasto-Plastic Deformation of a Truss Structure WORKSHOP PROBLEM 8 Elasto-Plastic Deformation of a Truss Structure Objectives: Demonstrate the use of elastic-plastic material properties. Create an enforced displacement on the model. Run an MSC/NASTRAN

More information

APPENDIX B. PBEAML Exercise. MSC.Nastran 105 Exercise Workbook B-1

APPENDIX B. PBEAML Exercise. MSC.Nastran 105 Exercise Workbook B-1 APPENDIX B PBEAML Exercise MSC.Nastran 105 Exercise Workbook B-1 B-2 MSC.Nastran 105 Exercise Workbook APPENDIX B PBEAML Exercise Exercise Procedure: 1. Create a new database called pbeam.db. File/New...

More information

Linear and Nonlinear Analysis of a Cantilever Beam

Linear and Nonlinear Analysis of a Cantilever Beam LESSON 1 Linear and Nonlinear Analysis of a Cantilever Beam P L Objectives: Create a beam database to be used for the specified subsequent exercises. Compare small vs. large displacement analysis. Linear

More information

Helical Spring. Supplementary Exercise - 6. Objective: Develop model of a helical spring

Helical Spring. Supplementary Exercise - 6. Objective: Develop model of a helical spring Supplementary Exercise - 6 Helical Spring Objective: Develop model of a helical spring Perform a linear analysis to obtain displacements and stresses. MSC.Patran 301 Exercise Workbook Supp6-1 Supp6-2 MSC.Patran

More information

Sliding Split Tube Telescope

Sliding Split Tube Telescope LESSON 15 Sliding Split Tube Telescope Objectives: Shell-to-shell contact -accounting for shell thickness. Creating boundary conditions and loads by way of rigid surfaces. Simulate large displacements,

More information

Transient Response of a Rocket

Transient Response of a Rocket Transient Response of a Rocket 100 Force 0 1.0 1.001 3.0 Time Objectives: Develope a finite element model that represents an axial force (thrust) applied to a rocket over time. Perform a linear transient

More information

Linear Bifurcation Buckling Analysis of Thin Plate

Linear Bifurcation Buckling Analysis of Thin Plate LESSON 13a Linear Bifurcation Buckling Analysis of Thin Plate Objectives: Construct a quarter model of a simply supported plate. Place an edge load on the plate. Run an Advanced FEA bifurcation buckling

More information

Restarting a Linear Static Analysis of a Simply- Supported Stiffened Plate

Restarting a Linear Static Analysis of a Simply- Supported Stiffened Plate WORKSHOP 15 Restarting a Linear Static Analysis of a Simply- Supported Stiffened Plate Objectives: Submit a job to MSC.Nastran for analysis and save the restart files. (SCR = NO) Perform a restart on a

More information

Post-Processing Static Results of a Space Satellite

Post-Processing Static Results of a Space Satellite LESSON 7 Post-Processing Static Results of a Space Satellite 3.84+05 3.58+05 3.33+05 3.07+05 2.82+05 3.84+05 2.56+05 2.30+05 2.05+05 1.79+05 1.54+05 1.28+05 1.02+05 7.68+04 0. 5.12+04 Z Y X Objectives:

More information

Modal Analysis of a Flat Plate

Modal Analysis of a Flat Plate WORKSHOP 1 Modal Analysis of a Flat Plate Objectives Produce a MSC.Nastran input file. Submit the file for analysis in MSC.Nastran. Find the first five natural frequencies and mode shapes of the flat plate.

More information

Linear Buckling Load Analysis (without spring)

Linear Buckling Load Analysis (without spring) WORKSHOP PROBLEM 4a Linear Buckling Load Analysis (without spring) Objectives: Demonstrate the use of linear buckling analysis. MSC/NASTRAN 103 Exercise Workbook 4a-1 4a-2 MSC/NASTRAN 103 Exercise Workbook

More information

Elasto-Plastic Deformation of a Truss Structure

Elasto-Plastic Deformation of a Truss Structure WORKSHOP PROBLEM 8 Elasto-Plastic Deformation of a Truss Structure Objectives: Demonstrate the use of elasto-plastic material properties. Create an enforced displacement on the model. Create an XY plot

More information

Cylinder with T-Beam Stiffeners

Cylinder with T-Beam Stiffeners LESSON 17 Cylinder with T-Beam Stiffeners X Y Objectives: Create a cylinder and apply loads. Use the beam library to add stiffeners to the cylinder. PATRAN 302 Exercise Workbook - Release 8.0 17-1 17-2

More information

Linear Static Analysis of a Simply-Supported Truss

Linear Static Analysis of a Simply-Supported Truss WORKSHOP PROBLEM 2 Linear Static Analysis of a Simply-Supported Truss Objectives: Define a set of material properties using the beam library. Perform a static analysis of a truss under 3 separate loading

More information

WORKSHOP 33 A1 A2 A1. Subcase 1 4 Subcase 2 X: -16,000 lbs. X: 16,000 lbs Y: -12,000 lbs. Y: -12,000 lbs. Objectives:

WORKSHOP 33 A1 A2 A1. Subcase 1 4 Subcase 2 X: -16,000 lbs. X: 16,000 lbs Y: -12,000 lbs. Y: -12,000 lbs. Objectives: WORKSHOP 33 y 2 x 1 3 A1 A2 A1 1 2 3 Subcase 1 4 Subcase 2 X: -16,000 lbs X: 16,000 lbs Y: -12,000 lbs Y: -12,000 lbs Objectives: Optimize the following three-bar truss problem subject to static loading.

More information

Rigid Element Analysis with RBE2 and CONM2

Rigid Element Analysis with RBE2 and CONM2 WORKSHOP PROBLEM 5 Rigid Element Analysis with RBE2 and CONM2 Y Y Z Z X Objectives: Idealize a rigid end using RBE2 elements. Define a concentrated mass, to represent the weight of the rigid enclosure

More information

Loads and Boundary Conditions on a 3-D Clevis

Loads and Boundary Conditions on a 3-D Clevis LESSON 11 Loads and Boundary Conditions on a 3-D Clevis Objectives: constraints to your model. Create and apply a Field to describe a spatially varying load. PATRAN 301 Exercise Workbook - Release 7.5

More information

Modal Analysis of Interpolation Constraint Elements and Concentrated Mass

Modal Analysis of Interpolation Constraint Elements and Concentrated Mass APPENDIX B Modal Analysis of Interpolation Constraint Elements and Concentrated Mass Y Y Z Z X Objectives: Utilize the analysis model created in a previous exercise. Run an MSC.Nastran modal analysis with

More information

Nonlinear Creep Analysis

Nonlinear Creep Analysis WORKSHOP PROBLEM 7 Nonlinear Creep Analysis Objectives: Demonstrate the use of creep material properties. Examine the strain for each subcase. Create an XY plot of Load vs. Displacement for all the subcases.

More information

Nonlinear Creep Analysis

Nonlinear Creep Analysis WORKSHOP PROBLEM 7 Nonlinear Creep Analysis Objectives: Create the appropriate load cases for nonlinear static and nonlinear creep loads. Examine the strain for each subcase. Run an MSC/NASTRAN nonlinear

More information

Merging Databases LESSON 2. Objectives: Construct two databases which have distinct similarities and differences.

Merging Databases LESSON 2. Objectives: Construct two databases which have distinct similarities and differences. LESSON 2 Merging Databases Objectives: Construct two databases which have distinct similarities and differences. See how PATRAN resolves model conflicts and differences when the two databases are imported

More information

Post-Buckling Analysis of a Thin Plate

Post-Buckling Analysis of a Thin Plate LESSON 13b Post-Buckling Analysis of a Thin Plate Objectives: Construct a thin plate (with slight imperfection) Place an axial load on the plate. Run an Advanced FEA nonlinear static analysis in order

More information

Lateral Loading of Suction Pile in 3D

Lateral Loading of Suction Pile in 3D Lateral Loading of Suction Pile in 3D Buoy Chain Sea Bed Suction Pile Integrated Solver Optimized for the next generation 64-bit platform Finite Element Solutions for Geotechnical Engineering 00 Overview

More information

Spring Element with Nonlinear Analysis Parameters (Multi-Step Analysis)

Spring Element with Nonlinear Analysis Parameters (Multi-Step Analysis) WORKSHOP 32c Spring Element with Nonlinear Analysis Parameters (Multi-Step Analysis) Objectives: Demonstrate the effects of geometric nonlinear analysis in SOL 106 (nonlinear statics). incremental loads

More information

Building the Finite Element Model of a Space Satellite

Building the Finite Element Model of a Space Satellite Exercise 4 Building the Finite Element Model of a Space Satellite 30000 20000 Objectives: mesh & MPC s on a Space Satellite. Perform Model and Element Verification. Learn how to control mesh parameters

More information

ABAQUS for CATIA V5 Tutorials

ABAQUS for CATIA V5 Tutorials ABAQUS for CATIA V5 Tutorials AFC V2.5 Nader G. Zamani University of Windsor Shuvra Das University of Detroit Mercy SDC PUBLICATIONS Schroff Development Corporation www.schroff.com ABAQUS for CATIA V5,

More information

Direct Transient Response Analysis

Direct Transient Response Analysis WORKSHOP 3 Direct Transient Response Analysis Objectives Define time-varying excitation. Produce a MSC.Nastran input file from dynamic math model created in Workshop 1. Submit the file for analysis in

More information

Geometric Linear Analysis of a Cantilever Beam

Geometric Linear Analysis of a Cantilever Beam WORKSHOP PROBLEM 2a Geometric Linear Analysis of a Cantilever Beam Objectives: Demonstrate the use of geometric linear analysis. Observe the behavior of the cantilever beam under four increasing load magnitudes.

More information

SimLab 14.2 Release Notes

SimLab 14.2 Release Notes SimLab 14.2 Release Notes Highlights SimLab 14.2 comes with various changes that improve performance and graphics rendering. In addition to java scripting, python scripting is introduced. The enhancements,

More information

Importing a PATRAN 2.5 Model into P3

Importing a PATRAN 2.5 Model into P3 LESSON 1 Importing a PATRAN 2.5 Model into P3 Objectives: Read a PATRAN 2.5 neutral file into P3. Import PATRAN 2.5 result files into your P3 database. Work with multiple load cases. PATRAN 303 Exercise

More information

Modal Analysis of A Flat Plate using Static Reduction

Modal Analysis of A Flat Plate using Static Reduction WORKSHOP PROBLEM 2 Modal Analysis of A Flat Plate using Static Reduction Objectives Reduce the dynamic math model, created in Workshop 1, to one with fewer degrees of freedom. Produce a MSC/NASTRAN input

More information

Importing Geometry from an IGES file

Importing Geometry from an IGES file WORKSHOP 2 Importing Geometry from an IGES file Objectives: Import geometry from an IGES file. Create a solid from curves and surfaces. Tet mesh the solid. MSC.Patran 301 Exercise Workbook 2-1 2-2 MSC.Patran

More information

Linear Static Analysis for a 3-D Slideline Contact

Linear Static Analysis for a 3-D Slideline Contact WORKSHOP PROBLEM 10a Linear Static Analysis for a 3-D Slideline Contact Objectives: Demonstrate the use of slideline contact. Run an MSC/NASTRAN linear static analysis. Create an accurate deformation plot

More information

Direct Transient Response Analysis

Direct Transient Response Analysis WORKSHOP PROBLEM 3 Direct Transient Response Analysis Objectives Define time-varying excitation. Produce a MSC/NASTRAN input file from dynamic math model created in Workshop 1. Submit the file for analysis

More information

Modal Transient Response Analysis

Modal Transient Response Analysis WORKSHOP 4 Modal Transient Response Analysis Z Y X Objectives Define time-varying excitation. Produce a MSC.Nastran input file from a dynamic math model, created in Workshop 1. Submit the file for analysis

More information

Thermal Analysis using Imported CAD Geometry

Thermal Analysis using Imported CAD Geometry Exercise 5 Thermal Analysis using Imported CAD Geometry Objective: In this exercise you will complete a thermal analysis of a model created from imported CAD geometry. PATRAN 312 Exercises - Version 7.5

More information

Spring Element with Nonlinear Analysis Parameters (large displacements off)

Spring Element with Nonlinear Analysis Parameters (large displacements off) WORKSHOP PROBLEM 1a Spring Element with Nonlinear Analysis Parameters (large displacements off) Objectives: Create a model of a simple rod and grounded spring system. Apply the appropriate constraints

More information

Normal Modes with Differential Stiffness

Normal Modes with Differential Stiffness WORKSHOP PROBLEM 14b Normal Modes with Differential Stiffness Objectives Analyze a stiffened beam for normal modes. Produce an MSC/ NASTRAN input file that represent beam and load. Submit for analysis.

More information

Building the Finite Element Model of a Space Satellite

Building the Finite Element Model of a Space Satellite LESSON 3 Building the Finite Element Model of a Space Satellite 30000 30001 Objectives: mesh & MPC s on a Space Satellite Perform Model and Element Verification. Learn how to create 0-D, 1-D and 2-D elements

More information

Importing Geometry from an IGES file

Importing Geometry from an IGES file LESSON 2 Importing Geometry from an IGES file Objectives: Import geometry from an IGES file. Create a solid from curves and surfaces. Tet mesh the solid. PATRAN 301 Exercise Workbook - Release 7.5 2-1

More information

DMU Engineering Analysis Review

DMU Engineering Analysis Review Page 1 DMU Engineering Analysis Review Preface Using This Guide Where to Find More Information Conventions What's New? Getting Started Inserting a CATAnalysis Document Using DMU Space Analysis From CATAnalysis

More information

RD-1070: Analysis of an Axi-symmetric Structure using RADIOSS

RD-1070: Analysis of an Axi-symmetric Structure using RADIOSS RADIOSS, MotionSolve, and OptiStruct RD-1070: Analysis of an Axi-symmetric Structure using RADIOSS In this tutorial, you will learn the method of modeling an axi- symmetry problem in RADIOSS. The figure

More information

Using MSC.Nastran for Explicit FEM Simulations

Using MSC.Nastran for Explicit FEM Simulations 3. LS-DYNA Anwenderforum, Bamberg 2004 CAE / IT III Using MSC.Nastran for Explicit FEM Simulations Patrick Doelfs, Dr. Ingo Neubauer MSC.Software GmbH, D-81829 München, Patrick.Doelfs@mscsoftware.com Abstract:

More information

Views of a 3-D Clevis

Views of a 3-D Clevis LESSON 5 Views of a 3-D Clevis Objectives: To become familiar with different view options. To create and modify z-axis and arbitrary clipping planes. PATRAN301ExerciseWorkbook-Release7.5 5-1 5-2 PATRAN

More information

Finite Element Analysis Using NEi Nastran

Finite Element Analysis Using NEi Nastran Appendix B Finite Element Analysis Using NEi Nastran B.1 INTRODUCTION NEi Nastran is engineering analysis and simulation software developed by Noran Engineering, Inc. NEi Nastran is a general purpose finite

More information

ME 442. Marc/Mentat-2011 Tutorial-1

ME 442. Marc/Mentat-2011 Tutorial-1 ME 442 Overview Marc/Mentat-2011 Tutorial-1 The purpose of this tutorial is to introduce the new user to the MSC/MARC/MENTAT finite element program. It should take about one hour to complete. The MARC/MENTAT

More information

Post Processing of Displacement Results

Post Processing of Displacement Results WORKSHOP 16 Post Processing of Displacement Results Objectives: Examine the deformation of the MSC.Nastran model to evaluate the validity of the assumptions made in the creation of the mesh density and

More information

Alternate Bar Orientations

Alternate Bar Orientations APPENDIX N Alternate Bar Orientations Objectives: The effects of alternate bar orientation vector. MSC.Nastran 120 Exercise Workbook N-1 N-2 MSC.Nastran 120 Exercise Workbook APPENDIX N Alternate Bar Orientations

More information

Modal Transient Response Analysis

Modal Transient Response Analysis WORKSHOP PROBLEM 4 Modal Transient Response Analysis Z Y X Objectives Define time-varying excitation. Produce a MSC/NASTRAN input file from a dynamic math model, created in Workshop 1. Submit the file

More information

Linear Static Analysis of a Simply-Supported Stiffened Plate

Linear Static Analysis of a Simply-Supported Stiffened Plate WORKSHOP 7 Linear Static Analysis of a Simply-Supported Stiffened Plate Objectives: Create a geometric representation of a stiffened plate. Use the geometry model to define an analysis model comprised

More information

Composite Trimmed Surfaces

Composite Trimmed Surfaces LESSON 4 Composite Trimmed Surfaces Y Objectives: Import a CAD model into a database. Repair disjointed surfaces by creating composite surfaces. Mesh the newly created composite surfaces PATRAN 302 Exercise

More information

Modal Transient Response Analysis

Modal Transient Response Analysis WORKSHOP 22 Modal Transient Response Analysis Z Y X Objectives Define time-varying excitation. Produce a MSC.Nastran input file from a dynamic math model, created in Workshop 1. Submit the file for analysis

More information

DMU Engineering Analysis Review

DMU Engineering Analysis Review DMU Engineering Analysis Review Overview Conventions What's New? Getting Started Entering DMU Engineering Analysis Review Workbench Generating an Image Visualizing Extrema Generating a Basic Analysis Report

More information

Linear Buckling Analysis of a Plate

Linear Buckling Analysis of a Plate Workshop 9 Linear Buckling Analysis of a Plate Objectives Create a geometric representation of a plate. Apply a compression load to two apposite sides of the plate. Run a linear buckling analysis. 9-1

More information

Mass Properties Calculations

Mass Properties Calculations LESSON 15 Mass Properties Calculations Objectives Import a unigraphics express file and apply mass properties to the propeller. PAT302 Exercise Workbook MSC/PATRAN Version 8.0 15-1 15-2 PAT302 Exercise

More information

Time Dependent Boundary Conditions

Time Dependent Boundary Conditions Exercise 10 Time Dependent Boundary Conditions Objective: Model an aluminum plate. Use microfunctions to apply time dependent boundary conditions to the plate corners. Run a transient analysis to produce

More information

SIMCENTER 12 ACOUSTICS Beta

SIMCENTER 12 ACOUSTICS Beta SIMCENTER 12 ACOUSTICS Beta 1/80 Contents FEM Fluid Tutorial Compressor Sound Radiation... 4 1. Import Structural Mesh... 5 2. Create an Acoustic Mesh... 7 3. Load Recipe... 20 4. Vibro-Acoustic Response

More information

FINITE ELEMENT ANALYSIS OF A PLANAR TRUSS

FINITE ELEMENT ANALYSIS OF A PLANAR TRUSS FINITE ELEMENT ANALYSIS OF A PLANAR TRUSS Instructor: Professor James Sherwood Revised: Michael Schraiber, Dimitri Soteropoulos, Sanjay Nainani Programs Utilized: HyperMesh Desktop v2017.2, OptiStruct,

More information

Tutorial 1: Welded Frame - Problem Description

Tutorial 1: Welded Frame - Problem Description Tutorial 1: Welded Frame - Problem Description Introduction In this first tutorial, we will analyse a simple frame: firstly as a welded frame, and secondly as a pin jointed truss. In each case, we will

More information

Spring Element with Nonlinear Analysis Parameters (Multi-step Analysis)

Spring Element with Nonlinear Analysis Parameters (Multi-step Analysis) WORKSHOP PROBLEM 1c Spring Element with Nonlinear Analysis Parameters (Multi-step Analysis) Objectives: Import the model from the previous exercise. Apply incremental load through multiple subcases. Submit

More information

PATRAN/ABAQUS PRACTICE

PATRAN/ABAQUS PRACTICE UNIVERSITY OF ILLINOIS AT URBANA-CHAMPAIGN College of Engineering CEE570/CSE551 Finite Element Methods (in Solid and Structural Mechanics) Spring Semester 2014 PATRAN/ABAQUS PRACTICE This handout provides

More information

Interface with FE programs

Interface with FE programs Page 1 of 47 Interdisciplinary > RFlex > Flexible body Interface Interface with FE programs RecurDyn/RFlex can import FE model from ANSYS, NX/NASTRAN, MSC/NASTRAN and I-DEAS. Figure 1 RecurDyn/RFlex Interface

More information

Linear Buckling Load Analysis (without spring)

Linear Buckling Load Analysis (without spring) WORKSHOP PROBLEM 4a Linear Buckling Load Analysis (without spring) Objectives: Create and prepare the appropriate model for the analysis. Demonstrate the use of linear buckling analysis. MSC/NASTRAN for

More information

Load Lug Model EXERCISE 6. Objective: Write a function to apply the loads and element properties to the finite element mesh of the lug.

Load Lug Model EXERCISE 6. Objective: Write a function to apply the loads and element properties to the finite element mesh of the lug. EXERCISE 6 Load Lug Model Objective: Write a function to apply the loads and element properties to the finite element mesh of the lug. PATRAN 304 Exercise Workbook 6-1 6-2 PATRAN 304 Exercise Workbook

More information

Figure E3-1 A plane struss structure under applied loading. Start MARC Designer. From the main menu, select STATIC STRESS ANALYSIS.

Figure E3-1 A plane struss structure under applied loading. Start MARC Designer. From the main menu, select STATIC STRESS ANALYSIS. Example 3 Static Stress Analysis on a Plane Truss Structure Problem Statement: In this exercise, you will use MARC Designer software to carry out a static stress analysis on a simple plane truss structure,

More information

Abaqus CAE Tutorial 1: 2D Plane Truss

Abaqus CAE Tutorial 1: 2D Plane Truss ENGI 7706/7934: Finite Element Analysis Abaqus CAE Tutorial 1: 2D Plane Truss Lab TA: Xiaotong Huo EN 3029B xh0381@mun.ca Download link for Abaqus student edition: http://academy.3ds.com/software/simulia/abaqus-student-edition/

More information

CE366/ME380 Finite Elements in Applied Mechanics I Fall 2007

CE366/ME380 Finite Elements in Applied Mechanics I Fall 2007 CE366/ME380 Finite Elements in Applied Mechanics I Fall 2007 FE Project 1: 2D Plane Stress Analysis of acantilever Beam (Due date =TBD) Figure 1 shows a cantilever beam that is subjected to a concentrated

More information

Running a Thermal Analysis

Running a Thermal Analysis Chapter 4: Running a Thermal Analysis 4 Running a Thermal Analysis Introduction 106 Review of the Analysis Form 107 Translation Parameters 111 Solution Types 115 Direct Text Input 121 Subcases 123 Subcase

More information

Analysis Steps 1. Start Abaqus and choose to create a new model database

Analysis Steps 1. Start Abaqus and choose to create a new model database Source: Online tutorials for ABAQUS Problem Description The two dimensional bridge structure, which consists of steel T sections (b=0.25, h=0.25, I=0.125, t f =t w =0.05), is simply supported at its lower

More information

2-D Slideline Contact

2-D Slideline Contact WORKSHOP PROBLEM 9 2-D Slideline Contact Objectives: Demonstrate the use of slideline contact. Create the appropriate load cases, one with enforced displacement and the other without. Run an MSC/NASTRAN

More information

Simulation of fiber reinforced composites using NX 8.5 under the example of a 3- point-bending beam

Simulation of fiber reinforced composites using NX 8.5 under the example of a 3- point-bending beam R Simulation of fiber reinforced composites using NX 8.5 under the example of a 3- point-bending beam Ralph Kussmaul Zurich, 08-October-2015 IMES-ST/2015-10-08 Simulation of fiber reinforced composites

More information

Post Processing of Stress Results With Results

Post Processing of Stress Results With Results LESSON 10 Post Processing of Stress Results With Results Objectives: To post-process stress results from MSC/NASTRAN. To use MSC/PATRAN to create fill and fringe plots to determine if the analyzed part

More information

Post Processing of Results

Post Processing of Results LESSON 22 Post Processing of Results Objectives: Combine result cases. Use fringe plot options to more accurately look at stress fringe plots. Use xy plots to examine stresses at specific sections. Perform

More information

Post Processing of Displacement Results

Post Processing of Displacement Results LESSON 16 Post Processing of Displacement Results Objectives: Examine the deformation of the MSC/NASTRAN model to evaluate the validity of the assumptions made in the creation of the mesh density and selection

More information

Verification and Property Assignment

Verification and Property Assignment LESSON 9 Verification and Property Assignment Objectives: Prepare the model for analysis by eliminating duplicate nodes and verifying element attributes. material and element properties. PATRAN 301 Exercise

More information

Analysis of a Tension Coupon

Analysis of a Tension Coupon Y Z X Objectives: Manually define material and element properties. Manually create the geometry for the tension coupon using the given dimensions. Apply symmetric boundary constraints. Convert the pressure

More information

FINITE ELEMENT ANALYSIS OF A PLANAR TRUSS

FINITE ELEMENT ANALYSIS OF A PLANAR TRUSS FINITE ELEMENT ANALYSIS OF A PLANAR TRUSS Instructor: Professor James Sherwood Revised: Michael Schraiber, Dimitri Soteropoulos Programs Utilized: HyperMesh Desktop v12.0, OptiStruct, HyperView This tutorial

More information