{"id":366774,"date":"2024-05-14T13:32:18","date_gmt":"2024-05-14T13:32:18","guid":{"rendered":"\/forum\/forums\/topic\/ansys-pure-bending-simulation\/"},"modified":"2024-05-14T13:32:18","modified_gmt":"2024-05-14T13:32:18","slug":"ansys-pure-bending-simulation","status":"closed","type":"topic","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/ansys-pure-bending-simulation\/","title":{"rendered":"ANSYS Pure bending simulation"},"content":{"rendered":"

Hello, 
I have performed a pure bending test on a beam element (angle of rotation 60° at both ends), so I have two results: 
First: reaction moment (Probe – Moment Reaction) This moment would be calculated in the direction of the global coordinate system ([1, 0, 0], [0, 1, 0], [0, 0, 1]) but you can choose at which position to calculate the moment (default setting the centroid of the geometry).
Second: (Beam Results – Bending Moment) here Ansys take the solution coordinate system to calculate the moment, which means the element coordinate system that you can get it from Solution – Elemntal Triads BUT the end will rotate during the bending test, which means the Beam Element at the end will rotate 60°.
My question is, how would the beam results be calculated in this case, in relation to which coordinate system? in relation to the first position of the element coordinate or in relation to the final position (after rotation)?<\/p>\n

 <\/p>\n","protected":false},"template":"","class_list":["post-366774","topic","type-topic","status-closed","hentry"],"aioseo_notices":[],"aioseo_head":"\n\t\t\n\t\n\t\n\t\n\t\n\t\t\n\t\t\n\t\t\n\t\t\n\t\t\n\t\t\n\t\t\n\t\t\n\t\t\n\t\t\n\t\t\n\t\t