By Hideo Kusuoka and Julien I.E. Hoffman

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**Example text**

26 2 Solution of the Elasticity PDE Before we describe the construction of composite ﬁnite elements, let us brieﬂy state the very basic ideas and principles of (standard) ﬁnite element methods. e. 1) with a continuous and coercive bilinear form a(·, ·) on an inﬁnite dimensional Hilbert space V (for example H k (O) or H0k (O)), and a continuous linear form1 in the dual space V . 1) to a ﬁnite dimensional subspace Vh of V . 1). We will later specify our choice of the subspace Vh . For now, all we need to know is that Vh is ﬁnite dimensional, and therefore there exist a suitable N ∈ N, and a basis {b1 , .

1 Construction for the Neumann Boundary Let us temporarily pretend that there were no Dirichlet-type boundary conditions. This is of course not really the case and only for presentational purposes, and to explain how to construct CFEs in the case of Neumann-type boundary conditions. 2 on page 6. 30 2 Solution of the Elasticity PDE ∂O Fig. 3: The blue shaded area lies in the inside of the domain O. All six shown triangles would constitute the support for the standard ﬁnite element basis function that takes the value 1 at the green colored grid node.

Known as stiffness matrix. 2 Solution of the Elasticity PDE 27 Fig. 1: A piecewise linear basis function. It takes the value 1 at the red point, and 0 at all the other grid points. Its support is indicated by the blue triangles. subdomains. In our case, we use triangles as subdomains, and piecewise linear basis functions. This approach leads to the so-called Lagrange basis functions. There are as many basis functions as there are nodes in the grid of triangles, and each of these basis functions takes the value 1 at exactly one node, and 0 at all the other nodes.

### Advice on Statistical Analysis for Circulation Research by Hideo Kusuoka and Julien I.E. Hoffman

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