FINITE ELEMENT ANALYSIS OF SHELLS - EARLY ACCESS 
Section 4
Expanding to a full plate element solver
21. Section overview - Expanding to a full plate element solver
01:28 (Preview)
22. Procedurally generating a rectangular mesh
24:30
23. Defining plate constraints
11:08
24. Defining the self-weight force vector
10:35
25. Building the structure stiffness matrix
10:05
26. Solving the system and extracting reaction forces
28:13
27. Plotting the plate displacements
18:10
28. Building an evaluation grid for stress resultants
10:31
29. Calculating the moments and shears
22:00
30. Visualising the plate bending moments
14:13
31. Extracting shear forces
29:04
32. Visualising the plate shear forces
12:21
33. Adding strip and edge masking to the shear plot
26:04
34. Adding magnitude clipping to the shear plot
10:40
35. Building an interpolation utility function
09:53
30. Visualising the plate bending moments
Expanding to a full plate element solver
Please log in or enroll to access resources

Summary

In this lecture, we'll cover the following:

  • Visualising bending moments across the evaluation grid using heat maps
  • Interpreting finite element outputs: (Mx)(M_x), (My)(M_y), and (Mxy)(M_{xy})
  • Converting raw moments into practical design moments using the Wood and Armer method
  • Comparing practical design approaches with principal moment analysis
  • Implementing an interactive plotting tool to explore different moment components

In this lecture, we move from data preparation to visualisation, using previously computed stress resultants to generate heat maps of bending moments across the structure. We focus on understanding which moments are most meaningful for design, particularly the need to account for the torsional component (Mxy)(M_{xy}) rather than relying solely on (Mx)(M_x) or (My)(M_y). To address this, we introduce the Wood and Armer method, which combines bending and torsional effects into equivalent orthogonal design moments, ensuring that torsion consistently increases reinforcement demand in a practical and conservative way.

We also contrast this with a more rigorous but less practical approach based on principal moments, where bending is evaluated on rotated planes with no torsion. While mechanically sound, this method is not suitable for typical slab reinforcement layouts due to varying orientations. Finally, we implement an interactive visualisation tool that allows us to explore different moment components—including both raw and design-adjusted values, building directly on earlier plotting functions.

Next up

In the next lecture, we will turn to extracting shear forces, where we will encounter and resolve some practical challenges related to data averaging at shared nodes.

Tags

Wood and Armer methodbending moment visualisationtorsional momentsfinite element slab analysisheat map plotting

Please log in or enroll to continue

If you've already enrolled, please log in to continue.

Finite Element Analysis of Plate and Shell Structures: Part 1 - Plates

An analysis pipeline for thick and thin plate structures, a roadmap from theory to toolbox

After completing this course...

  • You will understand how Reissner-Mindlin theory enables us to accurately capture both thin and thick plate behaviour.
  • You will understand how to turn the fundamental mechanics of plate behaviour into a custom finite element solver written in Python.
  • You will have developed meshing workflows that utilise the powerful open-source meshing engine, GMSH.
  • In addition to using your own custom finite element code, you will be comfortable validating your results using OpenSeesPy and Pynite.
Next Lesson
31. Extracting shear forces