hypermesh与abaqus对比_[转载]Hypermesh和Abaqus的接口分析实例

Hypermesh和Abaqus的接口分析实例(三维接触分析)

In this tutorial, you will learn how to:

ü Load the Abaqus user profile and model

ü Define the material and properties and assign them to a

component

ü View the *SOLID SECTION for solid elements

ü Define the *SPRING properties and create a component collector for

it

ü Create the *SPRING1 element

ü Assign a property to the selected elements

Step 1: Load the Abaqus user profile and

model

A set of standard user profiles is included in the

HyperMesh installation. They include: RADIOSS

(Bulk Data Format), RADIOSS (Block Format), Abaqus, Actran, ANSYS,

LS-DYNA, MADYMO, Nastran, PAM-CRASH, PERMAS, and CFD. When the user

profile is loaded, applicable utility menu are loaded, unused

panels are removed, unneeded entities are disabled in the

find, mask, card and

reorder panels and specific adaptations related to

the Abaqus solver are made.

1.

From the Preferences drop down menu, click User

Profiles....

2.

Select Abaqus as the profile name.

3.

Select Standard3D and click OK.

4.

From the File drop down menu, select Open… or click

the Open .hm file icon.

5.

Select the abaqus3_0tutorial.hm file.

6.

Click Open.

Step 2: Define the material properties

HyperMesh supports many different material models

for Abaqus. In this example, you will create the

basic *ELASTIC material model with no temperature variation. The

material will then be assigned to the property, which is assigned

to a component collector.

Follow the steps below to create the *ELASTIC

material model card:

1.

From the Materials drop down menu,

select Create.

2.

Click mat name = and enter STEEL.

3.

Click type= and select MATERIAL.

4.

Click card image = and choose ABAQUS_MATERIAL.

5.

Click create/edit. The card image

for the new material opens.

6.

In the card image, select Elastic in the option

list.

7.

By default, the selected type is

ISOTROPIC. If not, click the switch and select

ISOTROPIC.

8.

By default, the ELASTICDATACARDS= field value is

1. If not, input 1 to set the

number of datalines.

9.

Click the field beneath E(1) and enter 2.1E5.

10.

Click the field beneath NU(1) and enter 0.3.

11.

Click return to accept the changes to the card

image.

12.

Click return to exit the panel.

Step 3: Define the *SOLID SECTION

properties

1.

From the Properties drop down menu,

select Create.

2.

Click prop name= and enter

Solid_Prop.

3.

Choose a color for the property.

4.

Click on type= and set it to

SOLID SECTION. This ensures that sections pertaining

only to solid elements are available as card image options.

Alternatively, the type = field can be set to ALL

ensuring that all available card images are listed.

5.

Click on card image= and select

SOLIDSECTION.

6.

Click material= and select

STEEL.

7.

Click create.

8.

Click return to exit the panel.

Step 4: Assign the property to the

component

Because the material is assigned to the property,

when you assign the property to a component, the material is

automatically assigned as well.

1.

From the Collectors drop down menu,

select Edit and select Components.

2.

Click the yellow comps button and

select INDENTOR and BEAM from the

list.

3.

Click select.

4.

If necessary, click the toggle to switch

to

property= .

5.

Double-click property= and select the

Solid_Prop.

Notice that the card image= and

material= are already set from the Solid_Prop

property.

6.

Click update.

7.

Click return to exit the panel.

Step 5: View the *SOLID SECTION for solid

elements

HyperMesh supports sectional properties for all

elements from the property collector.

Complete the steps below to view the *SOLID SECTION

card for an existing component:

1.

From the Properties drop down menu,

select Card Edit.

2.

Click props and select

Solid_Prop from the list of property collectors.

3.

Click select to finish the selection process.

4.

Click edit to view the *SOLID SECTION property card

image.

5.

Click return to finish the viewing process.

6.

Click return to exit the panel.

Step 6: Define the *SPRING properties

In Abaqus contact problems, it is common to use

weakly grounded springs to provide stability to the solution in the

first loading step. This section explains how to create these

springs and how to create the *SPRING card.

Complete the steps below to create the *SPRING

card:

1.

From the Properties drop down menu,

select Create.

2.

Click prop name= and type in

Spring_Prop.

3.

Choose a color for the property collector.

4.

Click on type= and set it to

LINE SECTION. This ensures that

sections pertaining only to 1D elements are available as card image

options. Alternatively, the type = field can be set to

ALL ensuring that all available card images are

listed.

5.

Click on card image= and select

SPRING.

6.

Click material= and select

STEEL.

7.

Click create/edit.

8.

In the dof1 field, enter 3.

The dof2 field in the *SPRING card is

ignored by Abaqus for SPRING1 elements.

9.

In the Stiffness field, enter 1.0E-5.

10.

Click return to accept the changes to the card

image.

11.

Click return to exit the panel.

Step 7: Create a component collector for the

*SPRING property

1.

From the Collectors drop down menu,

select Create and select

Components.

2.

Click comp name= and type in

GROUNDED.

3.

Choose a color for the property collector.

4.

If necessary, click the toggle to switch

to

property= .

5.

Double-click property= and select the

Spring_Prop.

Notice that the card image = and material = are

already set from the Spring_Prop property.

6.

Click create.

7.

Click return to exit the panel.

To reset the view for further

processing:

1.

Click the isometric view icon .

Step 8: Create the SPRING1 element

1.

From the Mesh drop down menu, select

Assign and select Element Type.

2.

In the 1D sub-panel, click mass = and

select SPRING1.

In HyperMesh, grounded elements are created and

stored as mass elements since they only have one node in the

element connectivity.

3.

Click return to exit the panel.

4.

On the status bar at the bottom of the window, the

name of the current component is displayed. Click on that name.

5.

Select GROUNDED from the list of component

collectors that appears.

As the spring elements are created, they will be

placed in this component.

6.

From the Mesh drop down menu, select

Create and select Masses.

7.

Click nodes and select by id from the pop-up

menu.

8.

In the id = field, enter 451t460b3 and click Enter

on the keyboard.

This shorthand selects all of the nodes from 451 to

460 in increments of 3.

9.

Click create.

10.

Click return to exit the panel.

定义接触面和相互作用

Step 9: Start the Contact Manager

1.

From the Utility menu, click the

Contact Manager button.

The Abaqus Contact Manager dialog opens.

Step 10: Create the "Indentor-top"

surface

1.

Select the Surface tab in the Abaqus Contact

Manager dialog.

2.

Click the New… button.

The Create New Surface dialog opens.

3.

In the Name: field, enter indentor-top.

4.

Select Element based as the type of

surface.

5.

Click Color and select a color.

6.

Click Create….

The Element Based Surface dialog opens for defining

elements and corresponding faces for the surface.

7.

In the Model Browser, expand the Components folder

to display all the contents. Right-click on indentor and

select Isolate.

8.

Click the user views icon and select top.

9.

In the Element Based Surface dialog, select the

Define tab.

10.

In the Define surface for: list, select 3D

solid, gasket.

11.

Click the Elements button.

This opens the element selector

panel.

12.

Click the elems button.

13.

Select by collector.

14.

Check the indentor component and click

select.

You will see the elements in indentor

component highlighted.

15.

Click proceed to return to the Element Based

Surface dialog.

16.

Select Solid skin option from the Select faces by:

radio buttons.

17.

Select a color from the Solid skin color:

button.

18.

Click the Faces button.

This creates a temporary skin of the selected

elements and opens the element selector panel.

19.

Select an element from the top of the solid

skin.

20.

Click the elems button and select by

face.

You will see all faces at the top of the solid skin

are highlighted.

21.

Rotate the model in HyperMesh interface to verify

all desired faces are selected.

You can deselect any element (by right clicking) or

add more if you like.

22.

When you are satisfied with the element faces

selected, click proceed to return to the Element Based Surface

dialog.

23.

Click the Add button to add these faces to the

current surface.

This creates special "face" elements (rectangles

with dot in the middle) for display.

You can reject the recently added "faces" by

clicking the Reject button. You can also delete "faces" from the

Delete Face page.

24.

When satisfied with the surface definition, click

Close to return to the Abaqus Contact

Manager dialog.

Step 11: Create the "Beam-bot"

surface

1.

Select the Surface tab in the Abaqus Contact

Manager dialog and click the Display None button to undisplay all

surfaces.

2.

Click the New… button.

This opens the Create New Surface dialog.

3.

In the Name: field, enter cylinder-top.

4.

Select Element based as the type of surface.

5.

Click the Color: button and select a color.

6.

Click Create….

The Element Based Surface dialog opens for defining

elements and corresponding faces for the surface.

7.

In the Model Browser, expand the Components folder

to display all the contents. Right-click on Beam and select

Isolate.

8.

In the Element Based Surface dialog, select the

Define tab.

9.

In the Define surface for: list, select 3D solid,

gasket.

10.

Click the Elements button.

This opens the element selector panel.

11.

Click the elems button, select by collector, check

Beam component and click select.

This highlights the elements in Beam

component.

12.

Click proceed to return to the Element Based

Surface dialog.

13.

Select Solid skin from the Select faces by: radio

buttons.

14.

Select a color from the Solid skin color:

button.

15.

Click the Faces button.

This creates a temporary skin of the selected

elements and opens the element selector panel.

16.

Select an element from the solid skin, click the

elems button, and select by face.

You will see faces all around the solid skin are

highlighted.

17.

Rotate the model in the HyperMesh interface to

verify all desired faces are selected.

You can deselect any element (by right clicking) or

add more if you like.

18.

When you are satisfied with the element faces

selected, click proceed to return to the Element Based Surface

dialog.

19.

Click the Add button to add these faces to the

current surface.

This creates special "face" elements (rectangles

with dot at the middle) for display.

You can reject the recently added "faces" by

clicking the Reject button. You can also delete "faces" from the

Delete Face page.

20.

When satisfied with the surface definition, click

Close to return to the Abaqus Contact

Manager dialog.

Step 12: Define the surface interaction

property

In this exercise, you will define the *SURFACE

INTERACTION card with corresponding *FRICTION card.

Complete the steps below to create the

"friction1" surface interaction:

1.

Select the Surface Interaction tab at the

Abaqus Contact Manager dialog.

2.

Click the New… button.

This opens the Create New Surface Interaction

dialog.

3.

In the Name: field, enter friction1.

4.

Click the Create… button.

The Surface Interaction dialog opens.

5.

Select the Define tab.

6.

Select Friction option as surface

interaction property.

That makes the Friction tab active.

7.

Select the Friction tab.

8.

Select the Friction type: as Default and

click the Direct option.

Selecting this option means that the exponential

decay and Anisotropic parameters will not be written to the input

file.

9.

In the No of data lines field, enter 1 and

click set.

A single row appears in the Direct table.

10.

Click the first cell on the Friction Coeff column

and enter 0.05.

For Direct and Anisotropic tables:

The column numbers in the table will change with

the No of Dependencies selected. The row numbers can be defined at

the No of data lines entry box. Clicking the corresponding Set

button will update the table to have the specified number of

rows.

For placing values in the table, click a cell to

make it active and type in the values. The table works like a

regular spreadsheet.

You can also read comma-delimited data from a text

file by clicking the Read From a File button. This button opens up

a file browser window. Select the file and click Open to export the

comma-delimited data. The row number will be set to the number of

data lines found in the file.

Right-clicking in the table shows a pull down menu

with copy, cut and paste options. Comma-separated data can be

copied/cut into or pasted from clipboard with these options.

Relevant hot keys (for example, Ctrl-c, Ctrl-x and Ctrl-v in

Windows) will also work.

Clicking the left mouse button in a cell activates

that cell. Clicking into an already active cell moves the insertion

cursor to the character nearest the mouse.

Moving the mouse while the left mouse button is

pressed highlights a selected area.

The left, right, up and down arrows moves the

active cell.

Shift- extends

the selection in that direction.

Ctrl-left arrow and Ctrl –right arrow move the

insertion cursor within the cell.

Ctrl -slash selects all the cells.

Back space deletes the character before the

insertion cursor in the active cell. If multiple cells are

selected, Back space deletes all selected cells.

Delete deletes the character after the insertion

cursor in the active cell. If multiple cells are selected, Delete

deletes all selected cells.

Ctrl -a moves the insertion cursor to the beginning

of the active cell. Ctrl-e moves the insertion cursor to the end of

the active cell.

Ctrl –minus (-) and Ctrl –equal (=) decrease and

increase the width of the column with the active cell in it.

To interactively resize a row or column, move the

mouse over the border while Button-1 or Button-3 (the right button

on Windows) is pressed.

11.

Click OK to return to the Abaqus Contact

Manager dialog.

Step 13: Create the "Beam-Indentor" contact

pair

1.

Go to the Interface tab of the Abaqus

Contact Manager dialog.

2.

Click the New… button.

This opens the Create New Interface dialog.

3.

In the Name: field, enter Beam-indentor.

4.

Select Contact pair as the type of

interface.

5.

Click the Create… button.

The Contact Pair window opens.

6.

Select the Define tab.

7.

Click the Surface: pull down menu to show a list of

the existing surfaces.

8.

Select indentor from the list and click the

Slave>> button to

identify it as the slave surface and move it into the table.

9.

Click the corresponding Review button.

The selected surface is highlighted in red. If the

surface is defined with sets (display option disabled), the

underlying elements are highlighted. Right-click on Review to clear

the highlighting.

The corresponding New button opens the Create New

Surface dialog for creating a new surface. When you are done

creating and defining the surface, the Contact Pair window returns

with the new surface selected as the slave surface.

10.

Repeat steps 7 and 8, selecting Beam and

clicking the Master>>

button to identify it as the master surface.

Note: To more clearly see the surfaces

available for selection, click the icon. This opens an enhanced

browser where you can easily search for the appropriate item. You

can also click the Filter button to filter the items

displayed.

11.

Click the Interaction: drop down list to see a list

of the existing surface interactions.

Note: To more clearly see the interactions

available for selection, click the icon. This opens an enhanced

browser where you can easily search for the appropriate item. You

can also click the Filter button to filter the items

displayed.

12.

Select friction1 from the list as the

interaction property for the current contact pair.

13.

Select the Parameter tab.

14.

Select SmallSliding from the available

options.

15.

Click OK to return to the Abaqus Contact

Manager dialog.

16

Click close to the Abaqus Contact Manager

dialog.

创建载荷和边界条件

Step 14: Define a *STEP card and specify *STATIC

as the analysis procedure

In this exercise, you will create a *STEP card with

the *STATIC analysis procedure.

1.

On the Utility tab, click Step

Manager.

The Step Manager dialog is displayed.

2.

Click New…

3.

In the Name: text box enter step1.

4.

Click Create to create the step.

This creates a step called step1 and opens the Load

Step edit dialog.

5.

From the tree on the left side of the window,

select Title.

The Step heading: option with a disabled field is

displayed.

6.

Activate the Step heading: check box and

enter 100kN load in the text box.

7.

Click Update to store the heading

information into step1.

8.

From the tree, select Parameter.

9.

Activate the Name and Perturbation check

boxes, and click Update. Notice that name

is already set to step1.

10.

From the tree, select Analysis

procedure.

11.

For Analysis type:, select static and

click Update.

In this exercise, you created a step (*STEP) called

step1 and specified *STATIC as the analysis

procedure.

12.

To add a dataline, go to the Dataline

tab and enable Optional dataline.

13.

To add individual data, such as Initial increment,

enable the appropriate field and enter a value. If one entry field

is not enabled, a space will be added in the ASCII file, and the

Abaqus solver uses the default value.

Next, you will define the loads and boundary

conditions.

Step 15: Create constraints (*BOUNDARY)

1.

From the tree, select Boundary.

2.

Click New… and enter

loads_and_constraints in the Name: text box.

3.

Click Create to create the load

collector.

4.

Optionally, click the button in the Display column

and select a color for the load collector.

5.

Make sure the Status check box for

loads_and_constraints is checked. By selecting this check box, you

are adding this load collector into the loadstep.

6.

Click the loads_and_constraints load

collector in the table.

A set of new tabs is displayed on the right.

7.

From the Define tab, keep Type: set to default

(disp).

8.

Click the Define from ‘Constraints’

panel button.

This takes you to the Constraints panel in

HyperMesh. Use this panel to create

constraints.

Step 16: Create constraints from the Constraints

panel

1.

On the toolbar, click the user views icon and

select right.

2.

Click the yellow nodes button and select

by sets.

3.

select ENDS then Click select

buttom.

4.

Activate dof1, dof2, dof3, unactivate dof4, dof5,

dof6.

5.

Click create.

HyperMesh creates constraints at the nodes you

selected.

6.

Click return.

You are returned to the Step Manager

Load Step dialog.

7.

Look at the Load type: line at the bottom of the

Step Manager dialog. Notice that Bc

(short for BOUNDARY) appears on this line, identifying it as a load

type created in the load_and_constraints load

collector. The corresponding load type on the

tree is also highlighted.

Step 17: Create Forces (*CLOAD)

1.

From the tree, double-click Concentrated loads.

2.

Select CLOAD-Force from the expanded options

under Concentrated loads.

3.

Click New… and enter 100KN_loaded in the

Name: text box.

4.

Click Create to create the load

collector.

5.

Optionally, click the button in the Display column

and select a color for the load collector.

6.

Make sure the Status check box for 100KN_loaded is

checked. By selecting this check box, you are adding this load

collector into the loadstep.

7.

Click the 100KN_loaded load collector in the

table.

A new set of tabs is displayed.

8.

From the Define tab, define CLOAD_Force on:

Nodes or geometry.

9.

From Define tab, click Define from ‘Forces’

Panel.

The HyperMesh Forces panel is

displayed. Use this panel to create forces.

Step 18: Create forces from the Forces

panel

1.

From the graphics area, click the central node on

the front side of the indentor.

2.

In the magnitude: text box, enter –100 kN.

3.

Click the switch next to N1, N2, N3 and select

Y-axis.

4.

Click create.

5.

Click return.

You are returned to the Step Manager

Load Step dialog.

6.

Notice that Cload-f is now added to the Load type:

line, indicating CLOAD-force as another load type created in the

loads_and_constraints load collector. The

corresponding load types on the tree are also highlighted.

7.

From the Load Step dialog, left-click

Review.

The constraints and forces that belong to the

loads_and_constraints load collector are highlighted.

8.

Right-click Review.

The highlighted constraints and forces revert back

to the load collector color.

Steps 19-20: Define Output

Requests(定义输出)

In this exercise, you will specify several output

requests for step1. There are two methods for

defining output request described below.

Step 19: Request ODB file outputs

1.

From the tree, double-click Output request.

2.

Select ODB file from the expanded options under

Output request.

3.

Click New… and enter step1 output in the

Name: text box.

4.

Click Create.

5.

Click step1 output (which you just created).

A new set of tabs is displayed on the right.

6.

From the Output tab, activate the Output check

box. Leave Output set to field.

7.

Activate the Node output and Element

output options.

The Node Output and Element Output tabs are

activated.

8.

Click the Node Output tab.

9.

Click Displacement and activate the U check

box.

U is added to the data line on the

right. You are now requesting displacement

results in the ODB file.

Note: You can manually type in an output

request into this table, including unsupported requests. They will

be written out as entered in the table.

10.

Click Update.

11.

Click the Element Output tab.

12.

Activate the Position check box and set it to

Nodes.

13.

Click Stress and activate the S check box.

S is added to the data line on the

right. You are now requesting stress results in

the ODB file.

14.

Click Update.

Step 20: Request results file (.fil)

outputs

1.

From the tree, under Output request, select Result

file (.fil).

2.

From the Define tab, activate the Node file

and Element file check boxes.

The Node File and Element File tabs are

activated.

3.

From the Node File tab, in the lower

left area, expand Displacement and activate U.

U is added to the data line on the

right. You are now requesting displacement

results in the .fil file.

4.

Click Update

5.

From the Element File tab, activate the Position

check box and set it to averaged at nodes.

6.

In the lower left area, double-click Stress and

activate S.

S is added to the data line on the right. You are

now requesting stress results in the .fil file.

7.

Click Update.

8.

Click Review.

A text-editor showing the output requests you made

is displayed. This is the format used in the

Abaqus input file (.inp).

9.

Click Close on the text-editor window.

10.

Click Close.

The Load Step edit dialog of Step

Manager closes and you are returned to the main Step Manager

dialog. The main Step Manager dialog displays step1

information as we defined in previous exercises.

11.

Click Close to exit the Step Manager dialog.

Steps 21-22: Export the database to an Abaqus

input file

The data currently stored in the database must be

output to an Abaqus .inp file for use with the Abaqus

solver. The .inp file can then be used to perform

the analysis using Abaqus outside of HyperMesh.

Step 21: Export the .inp file

1.

From the File drop down menu, select

Export....

2.

In the File: field, enter

job1.inp.

3.

Click the Export Options down

arrows.

4.

Click the Export: toggle to all.

5.

Click Apply.

6.

Click Close to close the

Export panel.

Step 22: Save the .hm file and quit

HyperMesh

1.

From the File drop down menu, select

Save as….

2.

Select your working directory and for File name:,

enter job1.hm.

3.

Click Save.

4.

From the File drop down menu, select

Exit.


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