Introduction
A brief description of the example.
*SECTION_SHELL Fuse Plate in Tension Exhibits Hourglassing LS-DYNA Manual Section: *SECTION_SHELL Additional Sections: *CONSTRAINED_SPOTWELD *LOAD_NODE_POINT Example: Fuse Plate in Tension Exhibits Hourglassing Filename: section_shell.hourglassing.k Description: A fuse plate is used to connect a cut in a wide flange beam. The beam is loaded at an end, putting the fuse plate in tension. In this loading condition, the fuse plate exhibits a great deal of hourglassing. Model: The fuse plate and beam are constructed with shell elements and a piecewise linear plasticity material model with failure. The fuse plate is connected to the beam using spot welds (*CONSTRAINED_SPOTWELD). One end of the beam is fixed with SPC's, while the other end has several nodal point loads (*B OUNDARY_SPC_NODE, *LOAD_NODE_POINT). Multiple point loads are used to better distribute the input loads. Results: One look at the figures explains why it's called "hour glassing". To fix the hourglassing problem the fuse plate could be re-meshed or a fully integrated shell element formulation could be used.