Hello,
I have problem with getting a result from static 3D analysis of simple test model of 3D bar meshed with 8hexahedral model, with taken DOF from one side and with moment with second side. After analysis I get 'O' result of displacement and stress miningless if the momment is the bending moment or it is the torque.
The configuration of analysis is simple linear static. The solver is nastran.
(When I loded the model with force, everything is ok.)
I tried used like solver MSC Marc, but after importing *.dat files, I noticed thed Marc dosen't see any moment value, only the nodes in which the moment should be loded exist in boundry condition.
Thanks for answers
Mat.
I have problem with getting a result from static 3D analysis of simple test model of 3D bar meshed with 8hexahedral model, with taken DOF from one side and with moment with second side. After analysis I get 'O' result of displacement and stress miningless if the momment is the bending moment or it is the torque.
The configuration of analysis is simple linear static. The solver is nastran.
(When I loded the model with force, everything is ok.)
I tried used like solver MSC Marc, but after importing *.dat files, I noticed thed Marc dosen't see any moment value, only the nodes in which the moment should be loded exist in boundry condition.
Thanks for answers
Mat.
