22-Mec-B10 Finite Element Analysis · December 2014
Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)
Paper format. National Examinations, December 2014 — 07-Mec-B10 Finite Element Analysis. Three hours, open book (any texts, references or notes; any non-communicating calculator). Seven questions of equal value (20 marks each); candidates attempt any five, and every question is to be solved within the context of the finite element method. All seven are worked here.
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.
(a) Basis function versus shape function. A basis function is one of the independent terms of the polynomial space chosen to represent the field inside an element — the monomials 1, x, y, xy in the present case — and it is multiplied by a generalised coefficient Ci that has no direct physical meaning. A shape function is what remains after those generalised coefficients have been eliminated in favour of the nodal values of the field: each shape function is tied to one specific node, equals unity there and zero at every other node, and the two descriptions span exactly the same polynomial space. In short, the basis spans the space, while the shape functions are the particular basis of that same space that is dual to the nodal degrees of freedom.
(b) Geometric isotropy. An element possesses geometric isotropy (also called spatial isotropy or geometric invariance) when the interpolated field keeps the same polynomial form, and the element the same behaviour, no matter where the reference axes are placed or how they are oriented — the element has no preferred direction. Physically it means that two analysts who set up the same mesh with differently oriented global axes must obtain the same answer.
(c) The two required properties of the polynomial. Completeness: the polynomial must contain a complete lower-order set, i.e. the constant term and every term of each order up to the highest complete order retained (this also guarantees that rigid-body motion and constant strain states can be represented). Symmetry in the Pascal triangle: any incomplete higher order must be filled symmetrically, so that whenever a term xmyn is included the mirror term xnym is included as well. The bilinear set {1, x, y, xy} satisfies both: it is complete to first order, and the second-order terms are represented only by the symmetric pair xy (x2 and y2 are both absent, so no direction is favoured).
Given. A square element of side L with a bilinear interpolation written about node 1, and a second, rotated-and-reflected frame (ξ, η) whose origin sits at node 3, with ξ measured towards node 4 and η measured towards node 2.
Find. The same field expressed in the (ξ, η) frame, so as to demonstrate that its polynomial form is unchanged.
Approach. Write the coordinate transformation implied by the schematic, substitute it into the assumed polynomial, and collect terms to show that the result is a bilinear polynomial of exactly the same form with relabelled coefficients.
| Item | Answer |
|---|---|
| Basis function | Term of the assumed polynomial space (1, x, y, xy) multiplied by a generalised coefficient |
| Shape function | Node-associated interpolation function; Ni(node j) = δij, ΣNi = 1 |
| Geometric isotropy | Element behaviour independent of the placement and orientation of the reference axes |
| Required properties | (1) completeness of the lower-order terms; (2) symmetric selection of terms from Pascal's triangle |
| Transformation used | ξ = L − x, η = L − y |
| Result | u = D1 + D2ξ + D3η + D4ξη — same form, so the element is geometrically isotropic |