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I've been trying to run a dynamic/explicit simulation of the response of a small building under a combination of stresses to a scenario where a supporting column is suddenly lost.

However, when the simulation completed I did not get any stresses or deformations in the results.I applied the dead load and live load of 2,500Pa to each floor, however in the results I am not getting any reactions or stress distributions in the model at all.

What might be the problem? I am still quite new to the Abaqus, so I might be missing something obvious. Thank you

user7393759
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2 Answers2

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One guess could be your loading magnitude. Increase your loading to see if your problem remain or not!

Siamak Malek
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Make sure you have created a field output

in CAE

  • select the "Step" Module
  • click the "Create Field Output" button

this allows you to select the outputs you want to view from your analysis I would guess you require displacements and stresses

CodeCupboard
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