Abaqus Distributed Pressure Using Analytic Field
Abaqus Distributed Pressure Using Analytic Field
(OP)
Hi I am trying to write an analytic field expression that allows me to change a variable that controls the slope of the distribution. The total load must equal 140N and the length on the object is 0.7m. I have uploaded a sketch of examples to help. if anyone could help with this it would be appreciated and I hope this makes sense?
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