Pages that link to "Item:Q2194368"
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The following pages link to A total Lagrangian Timoshenko beam formulation for geometrically nonlinear isogeometric analysis of planar curved beams (Q2194368):
Displaying 27 items.
- Isogeometric rotation-free analysis of planar extensible-elastica for static and dynamic applications (Q327804) (← links)
- A total Lagrangian Timoshenko beam formulation for geometrically nonlinear isogeometric analysis of spatial beam structures (Q828266) (← links)
- Isogeometric vibration analysis of free-form Timoshenko curved beams (Q890412) (← links)
- Bending and buckling of general laminated curved beams using NURBS-based isogeometric analysis (Q1657756) (← links)
- Efficient isogeometric formulation for vibration analysis of complex spatial beam structures (Q1658854) (← links)
- Isogeometric analysis of free-form Timoshenko curved beams including the nonlinear effects of large deformations (Q1787497) (← links)
- An arbitrary Lagrangian-Eulerian formulation of a geometrically exact Timoshenko beam running through a tube (Q1790267) (← links)
- Dynamic multi-patch isogeometric analysis of planar Euler-Bernoulli beams (Q2021066) (← links)
- On the geometrically exact formulations of finite deformable isogeometric beams (Q2037498) (← links)
- An efficient isogeometric beam formulation for analysis of 2D non-prismatic beams (Q2049635) (← links)
- A 2D field-consistent beam element for large displacement analysis using a rational Bézier representation with varying weights (Q2109855) (← links)
- Static analysis of planar arbitrarily curved microbeams with the modified couple stress theory and Euler-Bernoulli beam model (Q2110779) (← links)
- On invariance of spatial isogeometric Timoshenko-Ehrenfest beam formulations for static analysis (Q2136720) (← links)
- Isogeometric Bernoulli beam element with an exact representation of concentrated loadings (Q2176932) (← links)
- Geometrically nonlinear multi-patch isogeometric analysis of planar curved Euler-Bernoulli beams (Q2184469) (← links)
- Large-deformation instability behaviors of 3D beams supported with 3D hinge joints subjected to axial and torsional loadings (Q2234586) (← links)
- Geometrically nonlinear multi-patch isogeometric analysis of spatial Euler-Bernoulli beam structures (Q2236939) (← links)
- An isogeometric finite element formulation for geometrically exact Timoshenko beams with extensible directors (Q2237716) (← links)
- A high-precision curvature constrained Bernoulli-Euler planar beam element for geometrically nonlinear analysis (Q2242086) (← 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)
- Elimination of self-straining in isogeometric formulations of curved Timoshenko beams in curvilinear coordinates (Q2308647) (← links)
- Rotation-free isogeometric analysis of an arbitrarily curved plane Bernoulli-Euler beam (Q2310914) (← links)
- Constitutive models for strongly curved beams in the frame of isogeometric analysis (Q2795734) (← links)
- Total Lagrangian Reissner's geometrically exact beam element without singularities (Q3587899) (← links)
- On a non-linear formulation for curved Timoshenko beam elements considering large displacement/rotation increments (Q3776768) (← links)
- Image‐based isogeometric twins of lattices with virtual image correlation for varying cross‐section beams (Q6062831) (← links)
