Created by Sebastien Lachance-Barrett
Exercise 1:
For the analysis performed in the tutorial, use the PATH OPERATION tool to compare the deformed shape of the neutral axis with that predicted by simple beam theory.
Exercise 2:
Repeat the analysis in the tutorial, replacing the end boundary condition at one end with a simple support condition at all nodes located along the knife edge support as in the tutorial, but allowing for axial displacement, i.e., a roller condition as depicted in most texts.
- Report on substantive changes in the FEA predictions for the normalized mid-span axial stress. Comment on why such changes occur. Note that texts often prescribe a roller end boundary condition when discussing Euler-Bernoulli beam theory, yet this simple beam theory does NOT exhibit coupling between bending and axial deformations. Thereby, Euler-Bernoulli beam theory does not predict any axial deformation under purely transverse point loading as prescribed in this problem. What repercussions does this have for your three-dimensional analysis that requires coupling of bending and axial deformation?
- Using the PATH OPERATION tool, compare the deformed shape of the neutral axis with that predicted by simple beam theory.
Exercise 3:
Locate the actual neutral axis of the T-Beam cross-section. Repeat the analysis in the tutorial, replacing the end boundary condition with a simple support condition at all nodes located along the neutral axis of the knife-edge support.
- Report on substantive changes in the FEA predictions for the normalized mid-span axial stress. Comment on why such changes occur.
- Using the PATH OPERATION tool, compare the deformed shape of the neutral axis with that predicted by simple beam theory.