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
11. The Jacobian’s role in calculating B
The Mechanics of Plate Elements
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Summary

In this lecture, we'll cover the following:

  • Applying the chain rule to relate derivatives of shape functions in natural and physical coordinates.
  • Defining and interpreting the Jacobian matrix as a coordinate mapping.
  • Constructing and inverting the Jacobian matrix.
  • Using the inverse Jacobian to compute derivatives needed for the strain–displacement matrix BB.
  • Calculating Jacobian components from nodal coordinates and shape function derivatives.

In this lecture, we focus on how to compute the derivatives of shape functions with respect to physical coordinates by applying the chain rule, since the shape functions are originally defined in natural coordinates. We show how this leads naturally to the definition of the Jacobian matrix, which acts as a mapping between derivatives in the natural coordinate system and those in the physical coordinate system. We then express this relationship in matrix form and explain why the inverse of the Jacobian is required to obtain the derivatives needed for constructing the strain–displacement matrix BB.

We also work through how to compute the individual components of the Jacobian matrix using nodal coordinates and derivatives of the shape functions. Once these components are assembled into a 2×22\times 2 matrix, we invert it and use it to transform derivatives from natural to physical coordinates. This process is presented as a key step in forming the strain–displacement matrix, highlighting the central role of the Jacobian in finite element formulations.

Next up

Before moving on to implementation, the next lecture pauses to recap and consolidate all the theoretical components developed so far.

Tags

Jacobian matrixchain rule in FEMnatural coordinatesshape function derivatives

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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
12. Pause, recap and regroup