A mortar formulation for frictionless line-to-line beam contact
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Publication:2065563
DOI10.1007/s11044-021-09799-5zbMath1492.74117OpenAlexW3194573217MaRDI QIDQ2065563
Alejandro Cosimo, Joachim Linn, Olivier Brüls, Armin Bosten
Publication date: 11 January 2022
Published in: Multibody System Dynamics (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1007/s11044-021-09799-5
Related Items (5)
Analysis of static frictionless beam-to-beam contact using mortar method ⋮ A nonsmooth method for spatial frictional contact dynamics of flexible multibody systems with large deformation ⋮ A total Lagrangian, objective and intrinsically locking‐free Petrov–Galerkin SE(3) Cosserat rod finite element formulation ⋮ A beam contact benchmark with analytic solution ⋮ A contact formulation using local frame of \(SE(3)\) group for corotational beam against rigid solid via moving signed distance field
Cites Work
- Unnamed Item
- Unnamed Item
- Interpolation of rotation and motion
- On the contact behavior of a buckled Timoshenko beam constrained laterally by a plane wall
- Modeling and numerical treatment of elastic rods with frictionless self-contact
- Geometrically exact beam finite element formulated on the special Euclidean group \(SE(3)\)
- A finite strain beam formulation. The three-dimensional dynamic problem. I
- A mixed formulation for frictional contact problems prone to Newton like solution methods
- A mortar segment-to-segment contact method for large deformation solid mechanics.
- An objective 3D large deformation finite element formulation for geometrically exact curved Kirchhoff rods
- A locking-free finite element formulation and reduced models for geometrically exact Kirchhoff rods
- Contact-friction modeling within elastic beam assemblies: an application to knot tightening
- The mortar finite element method with Lagrange multipliers
- Geometrically exact 3D beam theory: Implementation of a strain-invariant finite element for statics and dynamics
- On the global interpolation of motion
- A consistent strain-based beam element with quaternion representation of rotations
- A finite element approach for the line-to-line contact interaction of thin beams with arbitrary orientation
- A primal--dual active set strategy for nonlinear multibody contact problems
- An augmented Lagrangian technique combined with a mortar algorithm for modelling mechanical contact problems
- Finite deformation frictional mortar contact using a semi-smooth Newton method with consistent linearization
- Variationally consistent discretization schemes and numerical algorithms for contact problems
- A beam finite element non-linear theory with finite rotations
- Primal Hybrid Finite Element Methods for 2nd Order Elliptic Equations
- Objectivity of strain measures in the geometrically exact three-dimensional beam theory and its finite-element implementation
- An intrinsic beam model based on a helicoidal approximation—Part I: Formulation
- ON CONTACT BETWEEN THREE-DIMENSIONAL BEAMS UNDERGOING LARGE DEFLECTIONS
- Contact with friction between beams in 3-D space
- Hybrid finite element methods for the Signorini problem
- Dual mortar methods for computational contact mechanics - overview and recent developments
- On One‐Dimensional Large‐Displacement Finite‐Strain Beam Theory
- Two dimensional mortar contact methods for large deformation frictional sliding
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