merida_2015
Mechanical
Hi!
Does anyone know how to perform thermal buckling in FEMAP?
I have clamped beam with const. temperature load applied in all nodes/elements. When i ran buckling analysis I cannot get translation of the beam due to different temperature applied. the beam buckles but value of the translation is always the same no matter do i apply T= 0 or T critical.
Is there any way to show translation values due to rising temperature load?
Sandra
Does anyone know how to perform thermal buckling in FEMAP?
I have clamped beam with const. temperature load applied in all nodes/elements. When i ran buckling analysis I cannot get translation of the beam due to different temperature applied. the beam buckles but value of the translation is always the same no matter do i apply T= 0 or T critical.
Is there any way to show translation values due to rising temperature load?
Sandra
