Hey!
Easy question.
Say I have a cylinder that is being crushed by external pressure. The pressure is a pressure field. So maybe on one side has 0.7 MPa and another 0.9 MPa and so on. And this is implemented by Pload2's on all the elements.
If I run a Sol 105 linear buckling analysis, will it increase *all* the pressures linearly? So if I get a load factor of 2, can I be sure the buckling load is 1.4 MPa on one side and 1.8 MPa on the other?
Sounds pretty straightforward, I just want to double-check it isn't increasing one load more than another etc.
Thanks!
Easy question.
Say I have a cylinder that is being crushed by external pressure. The pressure is a pressure field. So maybe on one side has 0.7 MPa and another 0.9 MPa and so on. And this is implemented by Pload2's on all the elements.
If I run a Sol 105 linear buckling analysis, will it increase *all* the pressures linearly? So if I get a load factor of 2, can I be sure the buckling load is 1.4 MPa on one side and 1.8 MPa on the other?
Sounds pretty straightforward, I just want to double-check it isn't increasing one load more than another etc.
Thanks!