Generic elliptic brickΒΆ

This brick adds an elliptic term on a variable of a model. The shape of the elliptic term depends both on the variable and a given coefficient. This corresponds to a term:

-\text{div}(a\nabla u),

where a is the coefficient and u the variable. The coefficient can be a scalar, a matrix or an order four tensor. The variable can be vector valued or not. This means that the brick treats several different situations. If the coefficient is a scalar or a matrix and the variable is vector valued then the term is added componentwise. An order four tensor coefficient is allowed for vector valued variable only. The coefficient can be constant or described on a FEM. Of course, when the coefficient is a tensor described on a finite element method (a tensor field) the corresponding data can be a huge vector. The components of the matrix/tensor have to be stored with the fortran order (columnwise) in the data vector corresponding to the coefficient (compatibility with BLAS). The symmetry and coercivity of the given matrix/tensor is not verified (but assumed).

This brick can be added to a model md thanks to two functions. The first one is:

size_type getfem::add_Laplacian_brick(md, mim, varname, region = -1);

that adds an elliptic term relatively to the variable varname of the model with a constant coefficient equal to 1 (a Laplacian term). This corresponds to the Laplace operator. mim is the integration method which will be used to compute the term. region is an optional region number. If it is omitted, it is assumed that the term will be computed on the whole mesh. The result of the function is the brick index in the model.

The second function is:

size_type getfem::add_generic_elliptic_brick(md, mim, varname, dataexpr, region = -1);

It adds a term with an arbitrary coefficient given by the expression dataexpr which has to be a regular expression of the high-level generic assembly language (like “1”, “sin(X[0])” or “Norm(u)” for instance) even depending on model variables (except for the complex version where it has to be a declared data of the model)

Note that very general equations can be obtained with this brick. For instance, linear anisotropic elasticity can be obtained with a tensor data. When an order four tensor is used, the corresponding weak term is the following

\int_{\Omega} \sum_{i,j,k,l} a_{i,j,k,l}\partial_i u_j \partial_k v_l dx

where a_{i,j,k,l} is the order four tensor and \partial_i u_j is the partial derivative with respect to the i^{th} variable of the component j of the unknown k. v is the test function. However, for linear isotropic elasticity, a more adapted brick is available (see below).

The brick has a working complex version.

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