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
68. The natural shear interpolation matrix
Eliminating zero-energy displacements
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Summary

In this lecture, we'll cover the following:

  • How to compute the substitute transverse shear strain-displacement matrix in practice.
  • Identification and dimensions of each contributing matrix term.
  • Derivation of the natural shear interpolation matrix from assumed shear strain field.

In this lecture, we work through how to actually compute the substitute transverse shear strain-displacement matrix, focusing especially on the central term (AP1T)(A P^{-1} T). We begin by reviewing the dimensions and roles of each matrix in the formulation, identifying which components can be precomputed (such as the Jacobian-based CC matrix and the stacked BsB_s matrices at mid-side sampling points) and which must be evaluated within the standard Gauss point loop. This helps us isolate the main challenge: determining the combined (AP1T)(A P^{-1} T) term efficiently.

We then reinterpret (AP1T)(A P^{-1} T) as an interpolation matrix for transverse shear strains in natural coordinates. By revisiting the assumed shear strain field and sampling it at appropriate points, we derive explicit expressions for the interpolated shear strains. From this, we construct the natural shear interpolation matrix directly in a compact 2×82 \times 8 form, avoiding the need to compute AA, PP, and TT separately. By the end of the lecture, we have all components required to assemble the substitute transverse shear matrix and are ready to implement the formulation in code, with only minor modifications needed to the shear stiffness calculation.

Next up

In the next lecture, we will implement these derivations in code, modifying the shear stiffness calculation and validating the results against an OpenSeesPy benchmark.

Tags

natural shear interpolationtransverse shear strainshear locking mitigationspurious displacement modeszero-energy modes

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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
69. Modifying shear stiffness for the assumed transverse shear strain field