A displacement-free formulation for the Timoshenko beam problem and a corresponding isogeometric collocation approach
From MaRDI portal
Publication:1750135
DOI10.1007/s11012-017-0745-7zbMath1390.74117OpenAlexW2750300177MaRDI QIDQ1750135
Publication date: 18 May 2018
Published in: Meccanica (Search for Journal in Brave)
Full work available at URL: http://hdl.handle.net/11250/2455930
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Spectral, collocation and related methods for boundary value problems involving PDEs (65N35)
Related Items (7)
An improved isogeometric collocation formulation for spatial multi-patch shear-deformable beams with arbitrary initial curvature ⋮ Mixed stress-displacement isogeometric collocation for nearly incompressible elasticity and elastoplasticity ⋮ Adjusted approximation spaces for the treatment of transverse shear locking in isogeometric Reissner-Mindlin shell analysis ⋮ Mixed isogeometric collocation methods for the simulation of poromechanics problems in 1D ⋮ Shear locking in one-dimensional finite element methods ⋮ Isogeometric collocation method based on residual parameterization of planar physical domain ⋮ Two-field formulations for isogeometric Reissner-Mindlin plates and shells with global and local condensation
Cites Work
- Isogeometric collocation mixed methods for rods
- Isogeometric collocation for elastostatics and explicit dynamics
- Accurate, efficient, and (iso)geometrically flexible collocation methods for phase-field models
- A hierarchic family of isogeometric shell finite elements
- Avoiding shear locking for the Timoshenko beam problem via isogeometric collocation methods
- Isogeometric analysis: CAD, finite elements, NURBS, exact geometry and mesh refinement
- Non-prismatic Timoshenko-like beam model: numerical solution via isogeometric collocation
- Isogeometric collocation: Neumann boundary conditions and contact
- Isogeometric collocation for phase-field fracture models
- An isogeometric collocation approach for Bernoulli-Euler beams and Kirchhoff plates
- Single-variable formulations and isogeometric discretizations for shear deformable beams
- An isogeometric collocation method using superconvergent points
- Isogeometric collocation for three-dimensional geometrically exact shear-deformable beams
- The variational collocation method
- Isogeometric collocation methods for Cosserat rods and rod structures
- Optimal-order isogeometric collocation at Galerkin superconvergent points
- Locking-free isogeometric collocation formulation for three-dimensional geometrically exact shear-deformable beams with arbitrary initial curvature
- Isogeometric collocation for the Reissner-Mindlin shell problem
- Isogeometric collocation using analysis-suitable T-splines of arbitrary degree
- Locking-free isogeometric collocation methods for spatial Timoshenko rods
- Isogeometric collocation: cost comparison with Galerkin methods and extension to adaptive hierarchical NURBS discretizations
- Consistency and convergence properties of the isogeometric collocation method
- Isogeometric collocation for large deformation elasticity and frictional contact problems
- Shear-flexible subdivision shells
- ISOGEOMETRIC COLLOCATION METHODS
- An Introduction to Isogeometric Collocation Methods
- Isogeometric Analysis
- A locking-free model for Reissner–Mindlin plates: Analysis and isogeometric implementation via NURBS and triangular NURPS
This page was built for publication: A displacement-free formulation for the Timoshenko beam problem and a corresponding isogeometric collocation approach
