22-Mec-B10 Finite Element Analysis · December 2013
Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)
Paper format. National Examinations, December 2013 — 07-Mec-B10 Finite Element Analysis, 3 hours, open book (any textbooks, references or notes; any non-communicating calculator). Seven questions of equal value [20 marks each]; candidates attempt any five, and all questions are to be solved within the context of the finite element method. Every one of the seven questions is worked below, because the full set is more useful as a study resource than a five-question subset.
Reference texts. The worked answers below are keyed to the standard finite-element texts used for this subject:
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 square element of side $L$ with nodes numbered counter-clockwise from the bottom-left, two coordinate frames, and a bilinear interpolation of the field variable:
| Item | Description |
|---|---|
| Element | Square, side length $L$; nodes 1 (bottom-left), 2 (bottom-right), 3 (top-right), 4 (top-left) |
| Frame A | $x,y$ centred at node 1; $x$ to the right, $y$ upward |
| Frame B | $\xi,\eta$ centred at node 4; $\xi$ to the right (parallel to $x$), $\eta$ downward (anti-parallel to $y$) |
| Interpolation | $u(x,y)=C_1+C_2x+C_3y+C_4xy$ |
Find. The meaning of geometric isotropy and the two polynomial properties that guarantee it, and a demonstration that the given bilinear interpolation retains exactly the same functional form when it is re-expressed in the $\xi,\eta$ frame centred at node 4.
Geometric isotropy — equivalently geometric invariance or spatial isotropy — is the property that an element’s interpolated field is independent of the position and orientation of the coordinate frame used to describe it. If the same element is re-described in a frame that is translated and/or rotated relative to the original, the interpolation must retain the identical functional form (the same set of polynomial terms), with only the values of the undetermined coefficients changing. The physical consequence is that the element behaves identically no matter how it is oriented in the mesh: two identical elements rotated relative to one another give identical stiffness in their own local directions, and the assembled answer does not depend on how the analyst happened to number or orient the mesh.
Property 1 — completeness. The polynomial must be complete to the highest order it retains: if a term of order $m$ is present, then every term of order $0,1,\dots,m$ from Pascal’s triangle must also be present. This guarantees that constant and linear fields — rigid-body motion and constant strain — can be reproduced exactly, which is the requirement for convergence.
Property 2 — symmetry (balance) of any incomplete higher-order terms. Terms of an order beyond the complete order may be retained only in symmetric pairs about the vertical axis of Pascal’s triangle, so that no coordinate direction is favoured. If $x^{2}y$ is retained then $xy^{2}$ must be retained as well; if $x^{2}$ is retained then $y^{2}$ must be too. Retaining $x^{2}$ without $y^{2}$ would make the element stiffer along one axis than the other, and rotating that element would change its behaviour.
The bilinear form of this question satisfies both: it is complete to first order (it contains $1$, $x$ and $y$), and the single higher-order term $xy$ is symmetric in $x$ and $y$, so it is its own symmetric pair.
Approach. Write the coordinate transformation implied by the figure — a translation of the origin from node 1 to node 4 combined with a reversal of the second axis — substitute it into the given interpolation, and collect terms to show that the result has the identical bilinear form with redefined constants.
| Item | Result |
|---|---|
| (a) Geometric isotropy | Interpolated field independent of the position/orientation of the reference frame; same polynomial form in any frame |
| (b) Property 1 | Completeness — all terms of Pascal’s triangle up to the highest complete order present |
| (b) Property 2 | Symmetry — higher-order terms retained only in symmetric pairs ($x^{2}y$ with $xy^{2}$, $x^{2}$ with $y^{2}$) |
| (c) Transformation | $\xi=x$, $\eta=L-y$ |
| (c) Result in new frame | $u=D_1+D_2\xi+D_3\eta+D_4\xi\eta$ — identical bilinear form |
| (c) Transformed constants | $D_1=C_1+C_3L$, $D_2=C_2+C_4L$, $D_3=-C_3$, $D_4=-C_4$ |