Finite Deformation Contact Based on a 3D Dual Mortar and Semi-Smooth Newton Approach
From MaRDI portal
Publication:2911795
DOI10.1007/978-3-642-22167-5_4zbMath1273.74544OpenAlexW154176034MaRDI QIDQ2911795
Alexander Popp, Michael W. Gee, Wolfgang A. Wall
Publication date: 3 September 2012
Published in: Trends in Computational Contact Mechanics (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1007/978-3-642-22167-5_4
Lua error in Module:PublicationMSCList at line 37: attempt to index local 'msc_result' (a nil value).
Related Items (3)
A parallel finite element procedure for contact-impact problems using edge-based smooth triangular element and GPU ⋮ A Globally Convergent Filter-Trust-Region Method for Large Deformation Contact Problems ⋮ Computing pointwise contact between bodies: a class of formulations based on master-master approach
Cites Work
- Unnamed Item
- Unnamed Item
- Unnamed Item
- Unnamed Item
- A segment-to-segment mortar contact method for quadratic elements and large deformations
- A large deformation mortar formulation of self contact with finite sliding
- 3D fluid-structure-contact interaction based on a combined XFEM FSI and dual mortar contact approach
- A contact searching algorithm including bounding volume trees applied to finite sliding mortar formulations
- A mixed formulation for the finite element solution of contact problems
- A mortar segment-to-segment contact method for large deformation solid mechanics.
- A comparison of the \(h\)-, \(p\)-, \(hp\)-, and \(rp\)-version of the FEM for the solution of the 2D Hertzian contact problem
- A nonsmooth version of Newton's method
- A primal--dual active set strategy for nonlinear multibody contact problems
- Frictionless 2D contact formulations for finite deformations based on the mortar method
- A mortar segment-to-segment frictional contact method for large deformations
- Higher order mortar finite element methods in 3D with dual Lagrange multiplier bases
- A dual mortar approach for 3D finite deformation contact with consistent linearization
- Finite deformation frictional mortar contact using a semi-smooth Newton method with consistent linearization
- A Time Integration Algorithm for Structural Dynamics With Improved Numerical Dissipation: The Generalized-α Method
- Unilateral non-linear dynamic contact of thin-walled structures using a primal-dual active set strategy
- A Primal-Dual Active Set Algorithm for Three-Dimensional Contact Problems with Coulomb Friction
- A mortar method for energy-momentum conserving schemes in frictionless dynamic contact problems
- A finite deformation mortar contact formulation using a primal-dual active set strategy
- Formulation and comparison of algorithms for frictional contact problems
- The Primal-Dual Active Set Strategy as a Semismooth Newton Method
- A 3D mortar method for solid mechanics
- A Mortar Finite Element Method Using Dual Spaces for the Lagrange Multiplier
- Two dimensional mortar contact methods for large deformation frictional sliding
- Discretization methods and iterative solvers based on domain decomposition
This page was built for publication: Finite Deformation Contact Based on a 3D Dual Mortar and Semi-Smooth Newton Approach