The objective of this work is the development of a numerical solution strategy for energy-based mesh optimization in finite hyperelastostatics. In finite element computations that rely on the principle of minimum potential energy, the variational principle itself provides the basis for r-adaptive methods. The numerical solution can be improved by further minimizing the discrete potential energy with respect to the material node point positions. In this paper, we regard the mesh optimization as a nonlinear minimization problem with equality and inequality constraints. The equality constraints correspond to the spatial equilibrium condition, whereas the inequality constraints are given by the natural restriction that material elements with a ...
This paper is concerned with the implementation of variational arbitrary Lagrangian–Eulerian formula...
This paper is concerned with the implementation of variational arbitrary Lagrangian–Eulerian formula...
A standard finite element method and a finite element trunca-tion method are applied to solve the bo...
This paper deals with energy based r-adaptivity in finite hyperelastostatics. The focus lies on the ...
We consider a class of two-dimensional problems in classical linear elasticity for which material ov...
We consider a class of two-dimensional problems in classical linear elasticity for which material ov...
We consider a class of two-dimensional problems in classical linear elasticity for which material ov...
A robust mesh optimisation method is presented that directly enforces the resulting deformation to b...
A novel r-adaptive finite element strategy based on a fully variational framework is presented. Prov...
This paper is concerned with the formulation of a variational r-adaption method for finite-deformati...
This paper is concerned with the formulation of a variational r-adaption method for finite-deformati...
This thesis addresses optimal control problems with elasticity for large deformations. A hyperelasti...
This thesis addresses optimal control problems with elasticity for large deformations. A hyperelasti...
We propose a variational h-adaption strategy in which the evolution of the mesh is driven directly b...
This thesis addresses optimal control problems with elasticity for large deformations. A hyperelasti...
This paper is concerned with the implementation of variational arbitrary Lagrangian–Eulerian formula...
This paper is concerned with the implementation of variational arbitrary Lagrangian–Eulerian formula...
A standard finite element method and a finite element trunca-tion method are applied to solve the bo...
This paper deals with energy based r-adaptivity in finite hyperelastostatics. The focus lies on the ...
We consider a class of two-dimensional problems in classical linear elasticity for which material ov...
We consider a class of two-dimensional problems in classical linear elasticity for which material ov...
We consider a class of two-dimensional problems in classical linear elasticity for which material ov...
A robust mesh optimisation method is presented that directly enforces the resulting deformation to b...
A novel r-adaptive finite element strategy based on a fully variational framework is presented. Prov...
This paper is concerned with the formulation of a variational r-adaption method for finite-deformati...
This paper is concerned with the formulation of a variational r-adaption method for finite-deformati...
This thesis addresses optimal control problems with elasticity for large deformations. A hyperelasti...
This thesis addresses optimal control problems with elasticity for large deformations. A hyperelasti...
We propose a variational h-adaption strategy in which the evolution of the mesh is driven directly b...
This thesis addresses optimal control problems with elasticity for large deformations. A hyperelasti...
This paper is concerned with the implementation of variational arbitrary Lagrangian–Eulerian formula...
This paper is concerned with the implementation of variational arbitrary Lagrangian–Eulerian formula...
A standard finite element method and a finite element trunca-tion method are applied to solve the bo...