In the
Model Tree,
click mouse button 3 on the job named Bar and select
Results from the menu that appears to enter
the Visualization module
and automatically open the output database (.odb) file
created by this job. Alternatively, from the Module list
located in the context bar, select Visualization to enter
the Visualization module; open the
.odb file by selecting
FileOpen
from the main menu bar and double-clicking on the appropriate file.
Plotting the stress
along a path
We are interested in looking at how the stress distribution along the length
of the bar changes with time. To do so, we will look at the stress distribution
at three different times throughout the course of the analysis.
Create a curve of the variation of the stress in the 3-direction (S33) along the axis of the bar for each of the first three frames
of the output database file. To create these plots, you first need to define a
straight path along the axis of the bar.
To create a point list path along the center of the
bar:
In the
Results Tree,
double-click Paths.
The Create Path dialog box appears.
Name the path Center. Select Point
list as the path type, and click Continue.
The Edit Point List Path dialog box appears.
In the Point Coordinates table, enter the coordinates
of the centers of both ends of the bar. The input specifies a path from the
first point to the second point, as defined in the global coordinate system of
the model.
Note:
If you generated the geometry and mesh using the procedure described
earlier, the table entries are 0, 0, 1 and
0, 0, 0. If you used an alternate procedure to
generate the bar geometry, you can use the
tool in the
Query toolset
to determine the coordinates of the centers at each end of the bar.
When you have finished, click OK to close the
Edit Point List Path dialog box.
To save X–Y plots
of stress along the path at three different times:
In the
Results Tree,
double-click XYData.
The Create XY Data dialog box appears.
Choose Path as the X–Y data
source, and click Continue.
The XY Data from Path dialog box appears with the path
that you created visible in the list of available paths. If the undeformed
model shape is currently displayed, the path you select is highlighted in the
plot.
Toggle on Include intersections under Point
Locations.
Accept True distance as the selection in the
X Values region of the dialog box.
Click Field Output in the Y
Values region of the dialog box to open the Field
Output dialog box.
Select the S33 stress component, and click OK.
The field output variable in the XY Data from Path
dialog box changes to indicate that stress data in the 3-direction (S33) will be created.
Note:
Abaqus/CAE
may warn you that the field output variable will not affect the current image.
Leave the plot state As is, and click
OK to continue.
Click Step/Frame in the Y Values
region of the XY Data from Path dialog box.
In the Step/Frame dialog box that appears, choose frame
1, which is the second of the five recorded frames. (The first frame listed,
frame 0, is the base state of the model at the beginning of the step.) Click
OK.
The Y Values region of the XY Data from
Path dialog box changes to indicate that data from Step 1, frame 1
will be created.
To save the X–Y data, click Save
As.
The Save XY Data As dialog box appears.
Name the X–Y data
S33_T1, and click OK.
S33_T1 appears in the
XYData container of the
Results Tree.
Repeat Steps 7 through 9 to create X–Y data for
frames 2 and 3. Name the data sets S33_T2 and
S33_T3, respectively.
To close the XY Data from Path dialog box, click
Cancel.
To plot the stress curves:
In the XYData container, drag the cursor to select all
three X–Y data sets.
Click mouse button 3, and select Plot from the menu
that appears.
Abaqus/CAE
plots the stress in the 3-direction along the center of the bar for frames 1,
2, and 3, corresponding to approximate simulation times of 5 × 10−5
s, 1 × 10−4 s, and 1.5 × 10−4 s, respectively.
Click
in the prompt area to cancel the current procedure.
To customize the
X–Y plot:
Double-click the Y-axis.
The Axis Options dialog box appears. The Y
Axis is selected.
In the Tick Mode region of the
Scale tabbed page, select By
increment and specify that the Y-axis
major tick marks occur at 20E3 Pa increments.
You can also customize the axis titles.
Switch to the Title tabbed page.
Enter Stress - S33 (Pa) as the
Y-axis title.
To edit the X-axis, select the axis label in the
X Axis field of the dialog box. In the
Title tabbed page of the dialog box, enter
Distance along bar (m) as the
X-axis title.
Click Dismiss to close the Axis
Options dialog box.
To customize the appearance of the
curves in the X–Y plot:
In the Visualization toolbox, click
to open the Curve Options dialog box.
In the Curves field, select
S33_T2.
Choose the dotted line style for the S33_T2
curve.
The S33_T2 curve becomes dotted.
Repeat Steps 2 and 3 to make the S33_T3
curve dashed.
Select each of the curves and, in the
Attributes field, select Name as the
default legend text.
Dismiss the Curve Options dialog box.
The customized plot appears in
Figure 1.
(For clarity, the default grid and legend positions have been changed.)
We can see that the length of the bar affected by the stress wave is
approximately 0.2 m in each of the three curves. This distance should
correspond to the distance that the blast wave travels during its time of
application, which can be checked by a simple calculation. If the length of the
wave front is 0.2 m and the wave speed is 5.15 × 103 m/s, the time
it takes for the wave to travel 0.2 m is 3.88 × 10−5 s. As expected,
this is the duration of the blast load that we applied. The stress wave is not
exactly square as it passes along the bar. In particular, there is
ringing or oscillation of the stress behind the sudden changes
in stress. Linear bulk viscosity, discussed later in this chapter, damps the
ringing so that it does not affect the results adversely.
Creating a history
plot
Another way to study the results is to view the time history of stress at
three different points within the bar; for example, at distances of 0.25 m,
0.50 m, and 0.75 m from the loaded end of the bar. To do this, we must first
determine the labels of the elements located at these positions. An easy way to
accomplish this is to query the elements in a display group consisting of the
elements along the edge of the bar (set OUT).
To query the element labels:
In the
Results Tree,
expand the Element Sets container underneath the output
database file named Bar.odb. Click mouse
button 3 on the set named OUT, and select
Replace from the menu that appears.
From the main menu bar, select
ToolsQuery;
or use the
tool in the
Query toolset.
In the Query dialog box that appears, click
Element.
Click on the elements shaded in
Figure 2
(every 13th element along the bar). The element
ID (label) appears in the prompt area (and
also in the message area). Make note of the element labels for the three shaded
elements.
To plot the stress
history:
In the
Results Tree,
click mouse button 3 on History Output and deselect
Group Children from the menu that appears.
Select the data for the three elements you have identified (again, every
13th element). Use
CtrlClick to
select multiple X–Y data sets.
Click mouse button 3, and select Plot from the menu
that appears.
Abaqus/CAE
displays an X–Y plot of the longitudinal stress in
each element versus time.
Click
in the prompt area to cancel the current procedure.
As before, you can customize the appearance of the plot.
To customize the X–Y plot:
Double-click the X-axis.
The Axis Options dialog box appears.
Switch to the Title tabbed page.
Specify Total time (s) as the
X-axis title.
Click Dismiss to close the dialog box.
To customize the appearance of the
curves in the X–Y plot:
In the Visualization toolbox, click
to open the Curve Options dialog box.
In the Curves field, select the temporary
X–Y data label that corresponds to the element
closest to the free end of the bar. (Of the elements in this set, this one is
affected first by the stress wave.)
Enter S33-0.25 as the curve legend text.
In the Curves field, select the temporary
X–Y data label that corresponds to the element in
the middle of the bar. (This is the element affected next by the stress wave.)
Specify S33-0.5 as the curve legend text, and
change the curve style to dotted.
In the Curves field, select the temporary
X–Y data label that corresponds to the element
closest to the fixed end of the bar. (This is the element affected last by the
stress wave.)
Specify S33-0.75 as the curve legend text,
and change the curve style to dashed.
Click Dismiss to close the dialog box.
The customized plot appears in
Figure 3.
(For clarity, the default grid and legend positions have been changed.)
In the history plot we can see that stress at a given point increases as the
stress wave travels through the point. Once the stress wave has passed
completely through the point, the stress at the point oscillates about zero.