22-Mec-B10 Finite Element Analysis · May 2016
Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)
Paper format. National Examinations, May 2016 — 07-Mec-B10 Finite Element Analysis. Three hours, open book (any texts, references or notes; any non-communicating calculator). Seven equally weighted questions of 20 marks; candidates attempt any five, and every question is to be solved within the context of the finite element method. All seven are worked here, because the set is a study resource rather than a sitting.
Reference texts. Logan, A First Course in the Finite Element Method (6th ed.); Reddy, An Introduction to the Finite Element Method (4th ed.); Cook, Malkus, Plesha & Witt, Concepts and Applications of Finite Element Analysis (4th ed.); Zienkiewicz, Taylor & Zhu, The Finite Element Method: Its Basis and Fundamentals (7th ed.); Bathe, Finite Element Procedures (2nd ed.); Hutton, Fundamentals of Finite Element Analysis.
Question text not reproduced: the examination questions are © Engineers and Geoscientists BC. Open the official past paper (linked at the top of this page) to read the question, then follow the worked solution below.
Given. A seven-node parent element whose node positions are read directly off the figure: four corners, one mid-side node on the bottom edge, and two third-point nodes on the left edge.
| Symbol | Value | Meaning |
|---|---|---|
| Nodes 1–4 | $(\mp1, \mp1)$ corners | bilinear corner nodes |
| Node 5 | $(0,\, -1)$ | mid-side node — bottom edge is quadratic |
| Node 6 | $(-1,\, +1/3)$ | upper third point of the left edge |
| Node 7 | $(-1,\, -1/3)$ | lower third point of the left edge |
| Top and right edges | two nodes each | these edges stay linear |
Find. (a) all seven shape functions; (b) $N_{4}$ at node 6 and at the centroid; (c) the interpolated displacement field for the given nodal values.
Approach. Read the node spacing from the figure to establish the order of each edge, write a function for every added node that vanishes at all other nodes, then correct the four bilinear corner functions by subtracting their own values at those added nodes.
(b) Evaluating $N_{4}$. At the sixth node $(\xi,\eta) = (-1, +\tfrac13)$ the Kronecker property must hold, and the arithmetic confirms it:$$N_{4}(-1, \tfrac13) = \tfrac23 - \tfrac23(1) - \tfrac13(0) = 0$$ At the centroid (0, 0) the bilinear term contributes $\tfrac14$ while $N_{6} = N_{7} = \tfrac{9}{32}$, so$$\boxed{\;N_{4}(0,0) = \tfrac14 - \tfrac23\!\left(\tfrac{9}{32}\right) - \tfrac13\!\left(\tfrac{9}{32}\right) = \tfrac14 - \tfrac{9}{32} = -\tfrac{1}{32} = -0.03125\;}$$ The negative value is not an error. Corrected serendipity corner functions routinely go slightly negative in the interior, which is why higher-order elements do not satisfy a maximum principle even though they still sum to unity and reproduce constant and linear fields exactly.
(c) The interpolated field. Every $u_{i}$ is zero, so the interpolation $u = \sum N_{i}u_{i}$ gives $u \equiv 0$ throughout the element. For the transverse component only nodes 1, 2 and 5 are displaced, all by the same amount, so$$v(\xi,\eta) = -0.025\,\bigl(N_{1} + N_{2} + N_{5}\bigr)\ \text{mm}$$ Because nodes 1, 2 and 5 are exactly the nodes of the bottom edge, the corrections to $N_{1}$ collapse: $N_{1} + N_{2} + N_{5}$ reduces to $\tfrac12(1-\eta) - \left[\tfrac13 N_{6} + \tfrac23 N_{7}\right]$, and the bracket factorises, leaving the compact closed form
$$\boxed{\;u(\xi,\eta) = 0, \qquad v(\xi,\eta) = -0.025\,(1-\eta)\left[\tfrac12 - \tfrac{9}{32}(1-\xi)\bigl(1-\eta^{2}\bigr)\right]\ \text{mm}\;}$$
The expression can be checked at every node without expanding it. At nodes 1, 2 and 5 the factor $(1-\eta^{2})$ vanishes and $(1-\eta) = 2$, giving $-0.025$ mm; at nodes 3 and 4 the factor $(1-\eta) = 0$; and at nodes 6 and 7 the bracket itself vanishes because $\tfrac{9}{32}(2)\left(\tfrac89\right) = \tfrac12$. At the centroid the field is $v(0,0) = -0.025\left(\tfrac12 - \tfrac{9}{32}\right) = -0.00547$ mm, which is smaller in magnitude than a bilinear element would predict — the cubic edge pulls the interior back towards the undisplaced side.
| Quantity | Value |
|---|---|
| $N_{5}$ | $\tfrac12(1-\xi^{2})(1-\eta)$ |
| $N_{6}$ | $\tfrac{9}{32}(1-\xi)(1-\eta^{2})(1+3\eta)$ |
| $N_{7}$ | $\tfrac{9}{32}(1-\xi)(1-\eta^{2})(1-3\eta)$ |
| $N_{1}$ | $\tfrac14(1-\xi)(1-\eta) - \tfrac12 N_{5} - \tfrac13 N_{6} - \tfrac23 N_{7}$ |
| $N_{2}$ | $\tfrac14(1+\xi)(1-\eta) - \tfrac12 N_{5}$ |
| $N_{3}$ | $\tfrac14(1+\xi)(1+\eta)$ |
| $N_{4}$ | $\tfrac14(1-\xi)(1+\eta) - \tfrac23 N_{6} - \tfrac13 N_{7}$ |
| Verification | $N_{i}(\xi_{j},\eta_{j}) = \delta_{ij}$ and $\sum N_{i} = 1$ |
| (b) $N_{4}$ at node 6 | 0 |
| (b) $N_{4}$ at the centroid | $-1/32 = -0.03125$ |
| (c) $u(\xi,\eta)$ | 0 (all nodal u vanish) |
| (c) $v(\xi,\eta)$ | $-0.025(1-\eta)\left[\tfrac12 - \tfrac{9}{32}(1-\xi)(1-\eta^{2})\right]$ mm |