I would like to know why nastran superelement can not be applicable for explicit nonlinear case for example sol 700 according to msc super element manual
could please share if there is a spesific reason ?
I would like to know why nastran superelement can not be applicable for explicit nonlinear case for example sol 700 according to msc super element manual
could please share if there is a spesific reason ?
Since SOL700 is solving explicitly it does not set up a global stiffness matrix to solve - therefore it would require special implementation to convert a superelement with the attachment points into an explicit style formulation - this has not been done for SOL700 yet.