Pages that link to "Item:Q1086027"

The following pages link to A three-dimensional finite-strain rod model. II. Computational aspects (Q1086027):

Displaying 50 items.

• A nonlocal nonlinear stiffened shell theory with stiffeners modeled as geometrically-exact beams (Q2145146) (← links)
• Analysis of static frictionless beam-to-beam contact using mortar method (Q2163270) (← links)
• Isogeometric configuration design sensitivity analysis of geometrically exact shear-deformable beam structures (Q2173582) (← links)
• Isogeometric collocation for implicit dynamics of three-dimensional beams undergoing finite motions (Q2173647) (← links)
• A high-precision co-rotational formulation of 3D beam elements for dynamic analysis of flexible multibody systems (Q2175266) (← links)
• Non-localised contact between beams with circular and elliptical cross-sections (Q2176257) (← links)
• A consistent strain-based beam element with quaternion representation of rotations (Q2176275) (← links)
• A discrete, geometrically exact method for simulating nonlinear, elastic and inelastic beams (Q2176927) (← links)
• A variational integrator for the Chaplygin-Timoshenko sleigh (Q2190689) (← links)
• A conserving formulation of a simple shear- and torsion-free beam for multibody applications (Q2229294) (← links)
• On a nonlinear rod exhibiting only axial and bending deformations: mathematical modeling and numerical implementation (Q2234909) (← links)
• Geometrically exact thin-walled beam including warping formulated on the special Euclidean group \(SE(3)\) (Q2236111) (← links)
• Geometrically nonlinear multi-patch isogeometric analysis of spatial Euler-Bernoulli beam structures (Q2236939) (← links)
• Multidimensional coupling: a variationally consistent approach to fiber-reinforced materials (Q2237270) (← links)
• An isogeometric finite element formulation for geometrically exact Timoshenko beams with extensible directors (Q2237716) (← links)
• The direct force correction based framework for general co-rotational analysis (Q2237744) (← links)
• A Mindlin shell model based on the corrective smoothed particle method and accuracy implementation of the free boundary (Q2237768) (← links)
• Geometrically exact elastoplastic rods: determination of yield surface in terms of stress resultants (Q2241848) (← links)
• On the simultaneous use of simple geometrically exact shear-rigid rod and shell finite elements (Q2241861) (← links)
• A high-precision curvature constrained Bernoulli-Euler planar beam element for geometrically nonlinear analysis (Q2242086) (← links)
• Differential correction and arc-length continuation applied to boundary value problems: examples based on snap-through of circular arches (Q2247254) (← links)
• Formulation of a geometrically nonlinear 3D beam finite element based on kinematic-group approach (Q2285325) (← links)
• Small-amplitude free vibrations of straight beams subjected to large displacements and rotation (Q2294939) (← links)
• Multisymplectic Lie group variational integrator for a geometrically exact beam in \(\mathbb{R}^3\) (Q2300269) (← links)
• Nonlinear aeroelastic response of wind turbines using Simo-Vu-Quoc rods (Q2307113) (← links)
• Isogeometric collocation for three-dimensional geometrically exact shear-deformable beams (Q2308574) (← links)
• A finite element approach for the line-to-line contact interaction of thin beams with arbitrary orientation (Q2308599) (← links)
• A simple finite element for the geometrically exact analysis of Bernoulli-Euler rods (Q2308800) (← links)
• A unified approach for beam-to-beam contact (Q2308951) (← links)
• A multisymplectic integrator for elastodynamic frictionless impact problems (Q2308953) (← links)
• Isogeometric collocation methods for Cosserat rods and rod structures (Q2308963) (← links)
• Locking-free isogeometric collocation formulation for three-dimensional geometrically exact shear-deformable beams with arbitrary initial curvature (Q2309995) (← links)
• Velocity-based approach in non-linear dynamics of three-dimensional beams with enforced kinematic compatibility (Q2310321) (← links)
• An asymptotic numerical method for continuation of spatial equilibria of special Cosserat rods (Q2310911) (← links)
• Geometrically exact beam equations in the adaptive DCA framework. I: Static example (Q2325833) (← links)
• An objective and path-independent 3D finite-strain beam with least-squares assumed-strain formulation (Q2329617) (← links)
• A finite element formulation for a geometrically exact Kirchhoff-Love beam based on constrained translation (Q2329620) (← links)
• Discrete variational Lie group formulation of geometrically exact beam dynamics (Q2340899) (← links)
• Nonlinear three-dimensional beam theory for flexible multibody dynamics (Q2355722) (← links)
• Co-rotational finite element formulation for thin-walled beams with generic open section (Q2384195) (← links)
• The linearized three-dimensional beam theory of naturally curved and twisted beams: The strain vector formulation (Q2384328) (← links)
• An efficient and robust rotational formulation for isogeometric Reissner-Mindlin shell elements (Q2417618) (← links)
• Nonlinear isogeometric spatial Bernoulli beam (Q2417622) (← links)
• An advanced finite element formulation for piezoelectric beam structures (Q2441179) (← links)
• A solid-beam finite element and non-linear constitutive modelling (Q2450030) (← links)
• Variationally consistent state determination algorithms for nonlinear mixed beam finite elements (Q2484840) (← links)
• Large deflection analysis of geometrically exact spatial beams under conservative and nonconservative loads using intrinsic equations (Q2516692) (← links)
• Techniques based on genetic algorithms for large deflection analysis of beams (Q2574841) (← links)
• Consistent tangent operator for an exact Kirchhoff rod model (Q2629050) (← links)
• An isogeometric implicit \(G^1\) mixed finite element for Kirchhoff space rods (Q2631580) (← links)