Introduction
A brief description of the example.
*LOAD_BODY_GENERALIZED Rotating Elements LS-DYNA Manual Section: *LOAD_BODY_GENERALIZED Additional Sections: *BOUNDARY_PRESCRIBED_MOTION_NODE *DATABASE_CROSS_SECTION_SET *INITIAL_VELOCITY_NODE Example: Rotating Elements Filename: load_body.shell.k Description: A body has constant angular velocity. The radial vibration introduced due to the rapid deployment of the rotation is damped out in the initialization phase using dynamic relaxation. Model: The body measures 200 * 100 * 10 mm 3. The body consists of 2 Belytschko-Tsay elastic shell elements. The body rotates about the y-axis at 62.83 radians per second. The analysis ends at 0.1 seconds. Input: All nodes have an initial translational velocity based on the angular velocity v=omega x r. (*INITIAL_VELOCITY_NODE). Dynamic relaxation damps oscillations in the radial direction during the initialization (*LOAD_BODY_GENERALIZED, *DEFINE_CURVE). This essentially pre-stresses the structure and the load continues into the analysis portion. Because of the condition of constant angular velocity of the two nodes on the axis of rotation, the motion remains uniform throughout the calculation (*BOUNDARY_PRESCRIBED_MOTION_NODE). The section forces are available in the ASCII database file secforc (*DATABASE_SECFORC). Reference: Schweizerhof, K. and Weimar, K.