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(ANSYS APDL STRUCTURAL) Problem on Plane stress with thickness (Surface plane/ Surface plate).



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 = 2.1E5 & PRXY = 0.30 > ok > materials > exit.

Pre - processor > modeling > create > key points > (1,2,3,4,5,6) on working plane by clicking on the work plane.

NOTE: Create the working plane by going into the work plane menu in the utility menu bar. (work plane > WP settings > select (Cartesian,  Grid) and give (snap increment = 1, spacing = 1, minimum = 10, maximum = -10) > ok.

NOTE: To get the display of the work plane (Utility tool bar > work plane > display work plane.

Pre - processor > modeling > create > lines > lines > straight lines > select the key points in the order
( 1-2, 2-3, 3-4, 4-5, 5-6, 6-1).

Pre - processor > modeling > create > lines > lines fillet  > select  inner (L) shape links and give radius = 1 > apply >  out (L) shape links with radius = 2 > ok

Pre - processor > modeling > create > area > arbitrary > by lines (select all lines including fillets) > ok.

Pre - processor > modeling > create > area > circles > solid circles > specify centre (as shown in the diagram) > radius = 0.5 > ok.

Pre - processor > modeling > operate > Booleans > subtract > area > select two objects (i.e. (L) shape and also the solid circle in the (L) shape > ok > now select the solid circle > ok.

Pre - processor > meshing > mesh tool > size control > in global click "set"  > NDIV (number of element divisions) = 100 > ok > select mesh > select the area you want to mesh > ok.

Pre - processor > loads > define Pre - processor > loads > apply > structural > displacement > on lines > select the lines of the circle > ok.

Pre - processor > loads > define Pre - processor > 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  FY = -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) > plane stress with thickness > ok.

Pre processor > Pre - processor > real constants> add/edit/delete > add > ok > THK = 10 > ok > close.

NOTE: To see the thickness (plot ctrls in the utility menu bar > style > size & shape > display of element (ON).

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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