Activity 3: Solve the analysis and interpret the results

In this activity, you

buckling result for plastic table

Plastic table before analysis (left) and Plastic table Total Modal Displacement result for Mode 1 (right).

Prerequisties

Steps

  1. Solve the study.

    1. Click solve icon (Simulation workspace > Setup tab > Solve panel > Solve), to open the Solve dialog.

      Note: The Pre-check icon shows a green precheck icon green checkmark, which indicates that there are no warnings and the model is ready to solve.
    2. Click Solve 1 Study to run the analysis and close the dialog.

      Note: Meshing and solving the analysis can take several minutes.

    3. When the analysis is complete, click Close to close the Job Status dialog.

      The Results tab opens automatically, so you can view the results.

  2. Animate the Total Modal Displacement result for Buckling Mode 1, using the Fastest speed, and the Two-way option to demonstrate the full buckling displacement cycle.

    1. From the Buckling Mode drop-down list next to the plot legend, confirm that Buckling Mode 1 is selected.
    2. Click animate icon (Simulation workspace > Results tab > Result Tools panel > Animate) to open the Animate dialog.
    3. Activate the Two-way option to create a repeating sinusoidal animation.
    4. In the Speed drop-down list, choose Fastest.
    5. Click play icon Play.
  3. While the animation is still running, choose the next buckling mode from the Buckling Mode drop-down list next to the plot legend. Observe the shape of this mode. Repeat until you have seen all three buckling modes, then click OK to close the Animate dialog.

    Your Buckling Mode 1 result should look like the following image:

    structural buckling intro

    Typically you look for the lowest buckling load factor from the different modes.

    Notice that the first mode has the lowest buckling load factor. All three modes have a buckling load factor less than one, which means that buckling occurs. Generally, the result you want is the first positive load factor. The shape created in buckling analyses is based on natural frequency shapes, thus the shape can be displayed as the mirror of how buckling actually occurs. For example, the picture shown above has the legs pointing inward for the displacement, where we would expect the legs to go outward to collapse.

    If you run a static stress analysis with the same settings, you get a factor of safety greater than 10. A high factor of safety is misleading, and suggests that the design is viable. This is why you should run both a static stress and a structural buckling analysis.

    As with any design problem, there is more than one solution you can use to avoid buckling. In the next activity, you clone the study and change the material.

Activity 3 summary

In this activity, you