Preference > structural > ok
Pre-processor >element type >
add/edit/delete > add > solid > quad 4 node 182 > ok > close.
Pre - processor > material properties>
material models > structural > linear > elastic > isotropic > EX = 1.2E5 & PRXY = 0.28
> ok > materials > exit.
Pre - processor > modeling > create > key
points > in active cs > (follow the below table)
Key
point No
|
X -
location
|
Y -
location
|
Z -
location
|
|
1
|
0
|
0
|
0
|
Apply
|
2
|
20
|
0
|
0
|
Apply
|
3
|
20
|
80
|
0
|
Apply
|
4
|
50
|
80
|
0
|
Apply
|
5
|
50
|
100
|
0
|
Apply
|
6
|
0
|
100
|
0
|
Ok
|
Pre - processor > modeling > create > area
> arbitrary > by key points > select the key points in the order
(1,2,3,4,5,6).
Pre - processor > meshing > mesh tool >
size control > in global click "set" > size element edge length = 1 > ok
> select mesh > select the area you want to mesh > ok.
Pre - processor > loads > define loads >
apply > structural > displacement > on lines > select the lines as
shown in the figure > ok.
Pre - processor > loads > define loads >
apply > structural > force/moment > on nodes > select the nodes as
shown in the figure (while selecting convert the selecting method to box
selection instead of single selection) > ok > direction of force is FX = 100.
Solution > solve > current LS > ok
> yes > close.
General post processor > plot results > deformed
shape > deformed + un- deformed shape > ok.
General post processor > plot results > contour plot
> nodal solution > stress > von mises stress > ok.
Pre processor > element type >
add/edit/delete > options > element behaviour (K3) > Axis symmetric > ok.
NOTE: To see the axis symmetric of the
problem go to (plot ctrls in the utility menu bar > style > symmetric
expansion > 2D axis symmetric > 3/4 expansion > ok.
Solution > solve > current LS > ok
> yes > close.
General post processor > plot results > deformed
shape > deformed + un- deformed shape > ok.
General post processor > plot results > contour plot
> nodal solution > stress > von mises stress > ok.
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