I am currently running a transient analysis in ANSYS where a time-varying point load is applied to a structure. On running the analysis with ' small transient displacement' a result is output. however, on running the identical analysis with large transient displacement in the solution control...
I have just carried out some analyses on thin plates under a centred point load on both elastic shell 63 and plastic shell 43. The output from ANSYS showed that the VMS for elastic 63 > VMS plastic all other variables remaining unchanged.
Does anyone know how to justify this?
Thanks for any...
I have a table in excel with the load i want to apply over time. how can I import this into ansys workbench? I tried converting it to txt and xml but so far i have been unsuccessful
I am trying to model a point load in the middle of a steel plate. The load must change over time, initially it will be 1GN then it must increase to 4GN and then ease off back to the constant 1GN (the force should act like a parabola when increasing and easing off).
I tried to model this in a...
