finite element analysis using proe
DESCRIPTION
Finite element analysis using ProE Finite element analysis using ProE Finite element analysis using ProETRANSCRIPT
Tutorial 2Finite Element AnalysisUsing Pro-E and ANSYS
In this section we will attempt to perform a FEA (Finite Element Analysis)on a shaft. Before that, I created a shaft using Pro-E.Create the shaft as shown.
Figure 1
Adding the coordinate system:
_PART >> Feature > Create > Datum > Coord Sys > Default
Adding points to the model:
The purpose of adding point to the model is for force and moment placementlater on.
Adding to center
_ FEAT >> Create > Datum > Point > At center >
√√↵
edgecircular select the
Select Query > Accept > Done Sel (PNT 0)
Adding another on the surface
_ DTM PNT MODE >> Add New > Three Srf > Pick >
√√↵
intersect point to want the
you wheresurface 3pick > Done (PNT 1)
In my case: - I select DTM2, DTM3 and the Circular Edge (end of the shaft)
Figure 2
Creating material properties:
_ PART >> Set Up > Material > Define > (enter filename: FEA) >
(Vi editor appear)
If you are familiar with Vi editor then start enter the properties of the partotherwise save it to file, quit and use other editor to edit the file.
Type (shift : w and filename.mat) to saveIn my case, I Type (: w Part.mat) to save
Type (shift : and q!) to quit.
In UNIX, use other editor to edit the file that you save.You need to enter the first 4 line of information: Young Modulus, PoissonRatio, Shear Modulus and the Weight Density.
Applying load to the part:
_PART >> FEM > Define Model > Load / BC > Add > (enter
name: FEM)
Applying Force to the part:
_ STRUCTURAL >> Force | Uniform | Constraint | Select | Pick >
(select PNT 1) > Done Sel
_ CSYS SELECT >> Select | Cartesian > Pick > (Select CS 0) >
√√↵
550 :force
component Xenter > √√↵
0 :force
component Yenter >
√√↵
0 :force
component enter Z
> Done Sel > Yes
You will see and arrow pointing down toward the CS 0.If the arrow is in the wrong direction, reselect PNT 1 redo the whole processand this time set the force to Ð100.
Figure 3.
Applying moment:
_ STRUCTURAL >> Moment | Uniform | Constant | Select | Query
Select > (Select PNT O) > Accept > Pick > (Select CS 0) >
√√↵
0 :moment
component Xenter > √√↵
30 :moment
component Yenter >
√√↵
0 :moment
component enter Z > Done Sel
When applying the moment, use the right hand rule method. The thumbrepresent the magnitude for the moment in Pro-E.
Figure 4.
Also there are other way applying the moment to the shaft. You have toconvert the moment to force and apply as a force as shown below.
In my case, I apply a force in PNT 1 in the x-direction and applyanotherforce of the same magnitude but opposite x-direction on PNT 0.
Figure 5
Applying a pressure
_ STRUCTURAL >> Pressure | Uniform | Constraint | Select | Pick
> Query Select > √√↵
tshaf theof edge
circular select the > Accept
> √√↵
select
otherwise Confirm To
NEXT> Done Sel > (Enter Pressure).
Figure 6
Grounding the part
Go to the other end of the shaft, in this section we are we are going toground the shaft.
_ STRUCTURAL >> Displacement | Uniform | Constraint |
Immovable | Select | Single | Query Select (Select the circular
edge) > Accept > Done Sel
Figure 7
Assigning material to part:
_ PART >> FEM > Define Model > Materials > Whole Part | Assign
| From File > √√√
↵
matPart
mat
.:
extension with
filenameenter
Meshing Control:
_ FEM >> Define Model > Mesh Control > Global Max | Constraint
> √√↵
060. : (max) size
meshingEnter > Done / Return
Meshing:
_FEM >> Make Model > Tet Mesh > Yes
Output of Meshing:
_FEM >> Output Model > √√↵
ANSYS togo
:solverUnder > (enter filename) >OK
In our situation, we create the meshing in PRO-E and perform the FEA inANSYS program.
Before using ANSYS program, you must quit PRO-E.
Using ANSYS to solve the Finite Element Analysis:
XANSYS53 MENU >> Run Interactive Now
ANSYS / UNIVERSITY UTILITY MENU >> Read Input From >
√√↵
ans.* : E-Proon earlier
saveyou that filenameSelect > OK
ANSYS / UNIVERSITY UTILITY MENU >> Plot > Element
ANSYS / UNIVERSITY UTILITY MENU >> PlotCtrls > Pan,
Zoom and RotateÉ.
Align the part for better viewing using the Pan, Zoom and Rotate menu.
ANSYS MAIN MENU >> Solution > Run FORTRAN
ANSYS MAIN MENU >> General PsotProc > Plot results > Element
SoluÉ
In the menu, select stress and Von Mises and hit OK.
Figure 8
To Print the Result:
ANSYS / UNIVERSITY UTILITY MENU >> PlotCtrls > Capture Image
Under the image menu, go to
File >> Print
Menu shown below will appear:
Type in the command for printing and filename for saving and then hit OK.
Figure 9