Nurbs-based Timoshenko formulation of a geometrically nonlinear planar beam

Cites Work

Title not available (Why is that?)
A hierarchic family of isogeometric shell finite elements
Avoiding shear locking for the Timoshenko beam problem via isogeometric collocation methods
Consistent quaternion interpolation for objective finite element approximation of geometrically exact beam
Isogeometric shell analysis with Kirchhoff-Love elements
A total Lagrangian Timoshenko beam formulation for geometrically nonlinear isogeometric analysis of spatial beam structures
On the geometrically exact beam model: a consistent, effective and simple derivation from three-dimensional finite-elasticity
Isogeometric analysis: CAD, finite elements, NURBS, exact geometry and mesh refinement
A finite strain beam formulation. The three-dimensional dynamic problem. I
A three-dimensional finite-strain rod model. II. Computational aspects
Relationships between bending solutions of classical and shear deformation beam theories
On a geometrically exact curved/twisted beam theory under rigid cross-section assumption
Description of elastic forces in absolute nodal coordinate formulation
Geometrically exact 3D beam theory: Implementation of a strain-invariant finite element for statics and dynamics
Isogeometric collocation methods for Cosserat rods and rod structures
Rotation-free isogeometric analysis of an arbitrarily curved plane Bernoulli-Euler beam
An efficient and robust rotational formulation for isogeometric Reissner-Mindlin shell elements
Nonlinear isogeometric spatial Bernoulli beam
Analysis of thin beams and cables using the absolute nodal co-ordinate formulation
Locking-free isogeometric collocation methods for spatial Timoshenko rods
Total Lagrangian Reissner's geometrically exact beam element without singularities
Isogeometric Analysis
Frame-indifferent beam finite elements based upon the geometrically exact beam theory
Isogeometric contact: a review
Isogeometric analysis of plane-curved beams
On One‐Dimensional Large‐Displacement Finite‐Strain Beam Theory
A geometrically exact isogeometric Kirchhoff plate: feature-preserving automatic meshing and \(C^1\) rational triangular Bézier spline discretizations

This page was built for publication: Nurbs-based Timoshenko formulation of a geometrically nonlinear planar beam

Report a bug (only for logged in users!)Click here to report a bug for this page (MaRDI item Q6580599)