Skew-symmetric Nitsche's formulation in isogeometric analysis: Dirichlet and symmetry conditions, patch coupling and frictionless contact
arXiv:1711.10253 · doi:10.1016/j.cma.2018.05.024
Abstract
A simple skew-symmetric Nitsche's formulation is introduced into the framework of isogeometric analysis (IGA) to deal with various problems in small strain elasticity: essential boundary conditions, symmetry conditions for Kirchhoff plates, patch coupling in statics and in modal analysis as well as Signorini contact conditions. For linear boundary or interface conditions, the skew-symmetric formulation is parameter-free. For contact conditions, it remains stable and accurate for a wide range of the stabilization parameter. Several numerical tests are performed to illustrate its accuracy, stability and convergence performance. We investigate particularly the effects introduced by Nitsche's coupling, including the convergence performance and condition numbers in statics as well as the extra "outlier" frequencies and corresponding eigenmodes in structural dynamics. We present the Hertz test, the block test, and a 3D self-contact example showing that the skew-symmetric Nitsche's formulation is a suitable approach to simulate contact problems in IGA.
References in corpus (8)
- Isogeometric analysis: an overview and computer implementation aspects
- Nitsche's method for two and three dimensional NURBS patch coupling
- Isogeometric mortar methods
- Fast Isogeometric Boundary Element Method based on Independent Field Approximation
- Controlling the Error on Target Motion through Real-time Mesh Adaptation: Applications to Deep Brain Stimulation
- Nitsche's method method for mixed dimensional analysis: conforming and non-conforming continuum-beam and continuum-plate coupling
- Isogeometric analysis of thin Reissner-Mindlin plates and shells: locking phenomena and B-bar method
- A hybrid isogeometric approach on multi-patches with applications to Kirchhoff plates and eigenvalue problems
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- An Interior Penalty coupling strategy for Isogeometric non-conformal Kirchhoff-Love shell patches
- A short perspective on a posteriori error control and adaptive discretizations
- Isogeometric analysis of thin Reissner-Mindlin plates and shells: locking phenomena and B-bar method