Pages that link to "Item:Q503289"
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The following pages link to Avoiding shear locking for the Timoshenko beam problem via isogeometric collocation methods (Q503289):
Displaying 48 items.
- Effects of parameterization and knot placement techniques on primal and mixed isogeometric collocation formulations of spatial shear-deformable beams with varying curvature and torsion (Q2214434) (← links)
- Isogeometric least-squares collocation method with consistency and convergence analysis (Q2220438) (← 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)
- Shear locking in one-dimensional finite element methods (Q2280239) (← links)
- Enriched finite element methods for Timoshenko beam free vibration analysis (Q2293333) (← links)
- Dynamic responses of Euler-Bernoulli beam subjected to moving vehicles using isogeometric approach (Q2294770) (← links)
- Isogeometric collocation for three-dimensional geometrically exact shear-deformable beams (Q2308574) (← links)
- Order reduction method for locking free isogeometric analysis of Timoshenko beams (Q2308582) (← links)
- Isogeometric configuration design sensitivity analysis of finite deformation curved beam structures using Jaumann strain formulation (Q2308610) (← links)
- Isogeometric collocation methods for Cosserat rods and rod structures (Q2308963) (← links)
- A collocated isogeometric finite element method based on Gauss-Lobatto Lagrange extraction of splines (Q2308990) (← links)
- Optimal-order isogeometric collocation at Galerkin superconvergent points (Q2308991) (← links)
- Low rank tensor methods in Galerkin-based isogeometric analysis (Q2309006) (← links)
- An isogeometric collocation method for frictionless contact of Cosserat rods (Q2309891) (← links)
- Locking-free isogeometric collocation formulation for three-dimensional geometrically exact shear-deformable beams with arbitrary initial curvature (Q2309995) (← links)
- Isogeometric collocation for the Reissner-Mindlin shell problem (Q2310036) (← links)
- Isogeometric collocation for Kirchhoff-Love plates and shells (Q2310179) (← links)
- Free vibration analysis of spatial Bernoulli-Euler and Rayleigh curved beams using isogeometric approach (Q2310648) (← links)
- Rotation-free isogeometric analysis of an arbitrarily curved plane Bernoulli-Euler beam (Q2310914) (← links)
- Locking-free finite element method for a bending moment formulation of Timoshenko beams (Q2398885) (← links)
- Form finding with dynamic relaxation and isogeometric membrane elements (Q2414649) (← links)
- Isogeometric collocation using analysis-suitable T-splines of arbitrary degree (Q2417478) (← links)
- On the development of NURBS-based isogeometric solid shell elements: 2D problems and preliminary extension to 3D (Q2441159) (← links)
- Novel higher order mass matrices for isogeometric structural vibration analysis (Q2449929) (← links)
- Locking-free isogeometric collocation methods for spatial Timoshenko rods (Q2449964) (← links)
- Isogeometric rotation-free bending-stabilized cables: statics, dynamics, bending strips and coupling with shells (Q2449967) (← links)
- Efficient isogeometric NURBS-based solid-shell elements: mixed formulation and \(\overline B\)-method (Q2450555) (← links)
- Isogeometric collocation: cost comparison with Galerkin methods and extension to adaptive hierarchical NURBS discretizations (Q2450560) (← links)
- Consistency and convergence properties of the isogeometric collocation method (Q2450573) (← links)
- On the assumed natural strain method to alleviate locking in solid-shell NURBS-based finite elements (Q2512484) (← links)
- Development of a mixed displacement-stress formulation for the analysis of elastoplastic structures under small strains: application to a locking-free, NURBS-based solid-shell element (Q2631460) (← links)
- Isogeometric collocation for large deformation elasticity and frictional contact problems (Q2631469) (← links)
- An isogeometric implicit \(G^1\) mixed finite element for Kirchhoff space rods (Q2631580) (← links)
- Mixed isogeometric collocation for geometrically exact 3D beams with elasto-visco-plastic material behavior and softening effects (Q2674141) (← links)
- An improved isogeometric collocation formulation for spatial multi-patch shear-deformable beams with arbitrary initial curvature (Q2679478) (← links)
- Analytical solutions of Reddy, Timoshenko and Bernoulli beam models: a comparative analysis (Q2692875) (← links)
- Constitutive models for strongly curved beams in the frame of isogeometric analysis (Q2795734) (← links)
- An isogeometric locking-free NURBS-based solid-shell element for geometrically nonlinear analysis (Q2952651) (← links)
- A collocated<i>C</i><sup>0</sup>finite element method: Reduced quadrature perspective, cost comparison with standard finite elements, and explicit structural dynamics (Q2952690) (← links)
- An isogeometric collocation method for the static limit analysis of masonry domes under their self-weight (Q6062476) (← links)
- Locking treatment of penalty-based gradient-enhanced damage formulation for failure of compressible and nearly incompressible hyperelastic materials (Q6062917) (← links)
- An efficient displacement-based isogeometric formulation for geometrically exact viscoelastic beams (Q6153867) (← links)
- A mixed DOF collocation method for elastic problems in heterogeneous structure (Q6553859) (← links)
- Enhanced mixed interpolation XFEM formulations for discontinuous Timoshenko beam and Mindlin-Reissner plate (Q6569297) (← links)
- Nurbs-based Timoshenko formulation of a geometrically nonlinear planar beam (Q6580599) (← links)
- An extended isogeometric collocation method for fracture analysis (Q6589336) (← links)
- A fully explicit isogeometric collocation formulation for the dynamics of geometrically exact beams (Q6609797) (← links)
