Physical phenomena, such as heat transfer, deformation of bodies and electromagnetic phenomena, are often described with partial differential equations. Unfortunately, solving these equations analytically is possible only in some special cases. Finite element methods are numerical methods that produce approximations to these equations. In addition to being very popular in continuum mechanics, they are constantly gaining ground in new areas such as electromagnetism.
Finite elements are a strandard tool in industrial applications and the availability of several commercial programs makes them easily accessible to engineers. However, complex problems arising e.g. from multiphysical phenomena require a deep understanding of the mathematical foundation of the numerical methods.
Plate models are used in a variety of everyday engineering applications ranging from bridge decks to micromechanical applications. However, the classical plate models present a number of problems regarding the stability and accuracy of the numerical solution, and special care must be taken when designing new finite element methods for these problems. Current research focuses on one hand on avoiding the locking phenomenon with an element as simple and effective as possible, and on the other on deriving practical a posteriori error estimators for the plate problem.
A rather new subfield is the study of plates made of composite materials, where the strong anisotropies of the material layers play a key role. This allows making structures stronger by optimizing the fibre structure while keeping the weight of the structure under control.
In soil mechanics, the main interest lies in the modelling of a fluid flow in a porous material. Common practical applications are for example groundwater and oil reservoir modelling. Emphasis of our current research is on applying finite element methods to parameter-dependent flow problems, such as the Brinkman equation. In particular, we focus on a posteriori error estimation and postprocessing schemes
While the asymptotic bending behavior of a plate at the limit of zero thickness is uniquely described by the well-known Kirchhoff model, the asymptotic character of the shell deformation varies diversely depending on the geometry of the shell, on the kinematical constraints and on the type of loading. This poses a serious challenge to the finite element model trying to adapt to the asymptotic behavior of the solution when the shell is thin as compared with the mesh spacing used
Our research focuses on understanding of the asymptotic nature of shell deformation states from the numerical point of view. Both high- and low-order finite element methods are under investigation.
Finite element method is becoming a central modelling tool also in electromagnetics. The field has several challenges compared to the traditional applications of FEM, such as the high-frequency problem.
Our research is mainly focused on the finite element analysis of the time-harmonic Maxwell equations. We are also interested in applying functional type a posteriori error estimates in this context.
Contact problems are present in many industrial applications ranging from a car tire touching the tarmac to alloy wroughting. The construction of numerical models of this phenomenon is not completely clear. Research is focused on developing stable and robust computational methods to overcome the geometric nonlinearity.
The research group participates in various research programmes and graduate schools. Below is a list of links to these programmes.