Introduction
A brief description of the example.
*CONTROL_SHELL Twisted Cantilever Beam LS-DYNA Manual Section: *CONTROL_SHELL Example: Twisted Cantilever Beam Filename: control_shell.beam-twist.k Description: A beam twisted 90 degrees about its length is constrained on on e edge and has a point load prescribed normal to the opposite end of the beam. Model: The beam measures 12.00 * 1.10 * 0.32 cubic inches. A concentrated load is applied to one node on the end in the x-direction and the other node on the end in the z-direction. Input: This model uses the Hughes-Liu five through the thickness integration points (*CONTROL_SHELL, *SECTI ON_SHELL). The element has the shell normal update calculation performed at each nodal fiber every cycle (*CONTROL_SHELL). Note: This is another example that will not work correctly with the B-T shell formulation (unless warping stiffness is added). Results: The beam oscillates about a neutral amplitude. Reference: Belytschko, Wang and Chiang.