Matrix Assembly

Let us consider an elastic deformable body $\Omega$. The discrete form of equilibrium equation should take the following form $\mathbf{K} \mathbf{u} = \mathbf{F}$, where $\mathbf{K}$ is the stiffness matrix, $\mathbf{F}$ is the vector of (external) load, and $\mathbf{u}$ is the vector of nodal displacements. For simplicity, we assume that $\Omega$ is a two dimensional rectangular … Read more

Weak formulation for the heat transfer problem

Strong formulation of the governing (partial differential equation) equation of steady-state transfer conduction $ \nabla \cdot \mathbf{\mathbf{k} \nabla T} + Q = 0 $, (1) in which $T$ is the temperature; $\mathbf{k} = diag(k_{xx}, k_{yy}, k_{zz})$ is the tensor of thermal conductivity; $Q$ is the heat sink/heat source. Boundary conditions are given by $T = … Read more

Four-node quadrilateral element

Shape functions (defined in natural coordinates) $N_{1} = \frac{1}{4}(1 – \xi)(1 – \eta)$ $N_{2} = \frac{1}{4}(1 + \xi)(1 – \eta)$ $N_{3} = \frac{1}{4}(1 + \xi)(1 + \eta)$ $N_{4} = \frac{1}{4}(1 – \xi)(1 + \eta)$ The above shape functions are in fact the Lagrangian interpolation Note that we define the element as a square of size … Read more