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Strategy for Geometry Creation

The geometry of the structure has a repetitive pattern as can be seen in the schematic below. We'll exploit this feature in creating the finite-element mesh for the entire structure. In this step, we'll create the geometry for the sub-section AEFG only. In Step 5, we'll mesh this sub-section and use it to generate the mesh for the entire structure in two steps:

  1. We'll copy parts of AEFG to create the sub-section ABCD. (When we copy areas, the associated mesh is also copied.)
  2. We'll copy sub-section ABCD in both directions to generate the mesh for the entire structure. Clever move, eh?

    In sub-section AEFG above, the stiffeners cross each other at F. Modeling this correctly is tricky, so indulge me while I explain how we are going to proceed. At the end of the geometry step, the isometric view of AEFG will look as below, with the keypoint and area numbers turned on (different colors refer to different areas). If the stiffeners share keypoints 3,5 and 9, the stiffener crossing is modeled correctly and a load applied to one stiffener will be transferred appropriately to the other one. To this end, we will divide the horizontal stiffener into two areas (A3, A4). This will also yield a regular mesh as we'll see in the meshing step.

    Note that the horizontal stiffener has to be split into two areas A3 and A4 because it has a larger width than the vertical stiffener. Instead, if the vertical stiffener is the wider one, it'd be the one that you'd have to split into two areas. This would change the topology of the model; something to keep in mind when you vary the stiffener dimensions in optimization studies.

    Keypoints Coordinates

Using the figure in the problem specification and the one above, create a table of the keypoint coordinates required to create areas A1-A4, using the parameters defined in Step 1. Recall that areas correspond to the mid-surface of the structure. Are my keypoint coordinates below correct? || No. || x || y || z ||

1

0

0

0

2

W1/(2*NSX)

0

0

3

W1/(2*NSX)

L1/(2*NSY)

0

4

0

L1/(2*NSY)

0

5

W1/(2*NSX)

L1/(2*NSY)

H2

6

W1/(2*NSX)

0

H2

7

0

L1/(2*NSY)

H2

8

0

L1/(2*NSY)

H3

9

W1/(2*NSX)

L1/(2*NSY)

H3

Create Keypoints and Areas

In previous tutorials, we have defined keypoints (i.e. vertices) using menus. Here, we will instead use the command line to create keypoints. The two methods are equivalent but the latter is faster for more experienced users. Let's check the documentation to find the command for creating keypoints. In the ANSYS documentation window, select the Search tab, enter "keypoint" as the search term and click on List Topics. Double-click on 5.2 Creating Your ..._in the left pane. Section 5.2 has useful information on creating your solid model. Scroll down to section 5.2.1. The table near the beginning of this section indicates that the command for creating keypoints is K_. Note that the corresponding menu path is what we have used in previous tutorials to create keypoints. The menu path also indicates that this command is part of the Preprocessor module. Click on K to see the format of this command.
Since it is useful to track the keypoint and area numbers as we create the geometry, turn on keypoint and area numbering: Utility Menu > PlotCtrls > Numbering
Turn on Keypoint numbers and Area numbers and click OK.
To access the K command, make sure the preprocessor module is open.
Create keypoint #1 at (0,0,0): at the command prompt, type K,1,0,0,0 as below and hit Enter. Note that when you type the command, the format of the command pops-up as a reminder.

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