linear_static_simple_plate.pdf

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Tutorial Manual
Problem One: Linear Static Analysis
1. Problem One: Linear Static Analysis
1.1 Introduction
This example problem illustrates the use of NE/Nastran for a simple static analysis. You will
learn how to build the model using FEMAP, perform the analysis with NE/Nastran, and examine
the results with both the NE/Nastran Editor and FEMAP.
The model consists of a simple aluminum plate 10 inches long by 2 inches wide by 0.1 inch
thick. One end of the plate is firmly supported and the other end is loaded with a 60 pound
upward force. The goals of the analysis are to estimate the stresses in the plate and the
deflection when loaded.
The units used in this analysis are inches, pounds force, pounds force per square inch, and
pounds mass per cubic inch. The effects of gravity are not considered in this model.
1.2 Pre-Process the Model
You will first prepare the model geometry and then define the materials, define the properties of
the elements, mesh the geometry, and then apply the constraints and loads. These steps are
called pre-processing and will be done with the program FEMAP.
Because the plate has uniform thickness, the model is created as a two-dimensional surface.
The thickness is added later as a property of the elements into which the surface is divided.
1.2.1 Create the Geometry
In this step you will enter the coordinates of the two dimensional surface that characterizes the
shape of the aluminum plate.
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Problem One: Linear Static Analysis
Open FEMAP. From the FEMAP Main Menu select Geometry . Next, choose Surface and
then Corners… from the menus.
In the Locate – Enter First Corner of Surface dialog box verify that the X , Y , and Z fields
contain zeros. Choose OK .
Another dialog box will appear requesting the second corner of the surface. Enter the following
coordinates for the second corner:
Locate – Enter Second Corner of Surface :
enter:
X = 10 Y = 0 Z = 0
Then, click
OK .
For the third and fourth corners:
Locate – Enter Third Corner of Surface :
enter:
X = 10 Y = 2 Z = 0
Then, click
OK .
Locate – Enter Fourth Corner of Surface :
enter:
X = 0 Y = 2 Z = 0
Then, click
OK .
The surface you have drawn will appear off to the right side of your workspace. Since you will
not draw any other surfaces, click Cancel in the Locate – Enter First Corner of Surface dialog
box.
To center the image of the surface in your workspace, select View on the FEMAP Main Menu,
then from the menus, choose Autoscale and then Visible . You should have a surface in the
workspace that looks like this:
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Problem One: Linear Static Analysis
The rectangles that appear in the surface are not the elements. The elements will be defined in
a later section.
1.2.2 Define the Material Properties
Here, you will define the physical properties of the material that composes the model.
From the FEMAP Main Menu select Model then choose Material… .
In the Define Isotropic Material dialog box enter the following values into their respective
fields:
ID 100
Title Aluminum
Youngs Modulus, E 1e7
Poisson’s Ratio nu 0.3
Mass Density 0.1
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Problem One: Linear Static Analysis
Select OK . The Define Isotropic Material dialog box will appear again expecting you to enter
another material. Since there is only one material in this model, choose Cancel to exit the next
material definition.
1.2.3 Define the Properties of the Elements
In this step, you will define the properties of the shell elements that will be used in the next step
to mesh the model.
From the FEMAP Main Menu select Model then choose Property… .
In the Define Property – PLATE Element Type dialog box click the Elem/Property Type…
button.
The Element / Property Type dialog box appears. Select Plate and verify that all other
settings are the same as illustrated.
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Problem One: Linear Static Analysis
This last step will instruct NE/Nastran to use CQUAD4 quadrilateral plate or “shell” elements
with four nodes (grid points), one in each corner.
Select OK . In the Define Property – PLATE Element Type dialog box, fill the following values
into their respective fields:
ID 10
Title AluminumPlate
Thickness, Tavg or T1 0.1
Click the down arrow in the Material box and select 100..Aluminum .
Select OK . The Define Property – PLATE Element Type dialog box will re-appear. Click
Cancel because there are no further element types to define.
1.2.4 Mesh the Model
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