2. Specify Element Type and Material Properties
PREPROCESSOR -> Element
Type
ELEMENT TYPE -> Add/Edit/Delete...
ELEMENT
TYPES -> Add
LIBRARY OF ELEMENT TYPES
-> Choose Structural Solid
8node and type in 1 for Element type reference number. Click OK.
Close the ELEMENT TYPES box.
This defines element type 82 and assigns it to
reference 1. Element type 82 is the plane stress/plane strain quadratic displacement
8-noded element.(Plane stress is the default, plane strain can be chosen via
the Options menu). Generally, an element with an assumed quadratic distribution
of displacements causes the strains in each element (which are derivatives of
the displacements) to be linear at most (this comes from the strain-displacement
field equations).
You should now specify what the beam is made out of. There are two ways of doing
this. The second uses a file in which are the properties of steel. For our use,
however, you can simply specify the Young's modulus and Poisson's ratio via
method 1. We use Young modulus of 3E7 and Poisson's
ratio of 0.3.
Method 1
PREPROCESSOR -> Material
Props
      MATERIAL PROPS -> Material
Models
Then, the window "Define Material Model Behavior" will appear. You should double click on each of the following:
Structural -> Linear -> Elastic -> Isotropic
After you double click on Isotropic, you will see this window.
Then
enter the value for Young Modulus and Poisson Ratio given in this problem.
Click OK
Note: In the cases where multiple materials are used, you can specify the
properties and assign them to other material numbers (2, 3, 4, etc.)
Method
2
PREPROCESSOR -> Material Props
MATERIAL PROPS -> Material Library
MATERIAL LIBRARY -> Import Library
You
should then see the following window, prompting for the units used in this
analysis. Click on BIN
and OK.
Following is the directory where the material property files for different types of materials are.
C:/Program Files/ANSYS Inc/v70/ANSYS/Matlib/fileStl_AISI-304.BIN_MPL
Then, the following window should appear.
Now
we have defined the material property of this rectangle and its structural
element type. Then we will move on to meshing the body into many finite elements.thod
1 :