how to define a radial loading on axisymetric element
how to define a radial loading on axisymetric element
(OP)
I m defining a radial loading of 1000 N on a axisymetric element. i m not finding the same value as reaction forces.
Can anyone tell me how abaqus interprets a radial loading ???
How does it also interpret a moment input on such elements?
Thank you
Can anyone tell me how abaqus interprets a radial loading ???
How does it also interpret a moment input on such elements?
Thank you





RE: how to define a radial loading on axisymetric element
Rob Stupplebeen