Pages that link to "Item:Q808830"
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The following pages link to A geometrically-exact rod model incorporating shear and torsion-warping deformation (Q808830):
Displaying 50 items.
- An electromechanically coupled beam model for dielectric elastomer actuators (Q2115611) (← links)
- On the modeling of restrained torsional warping: an analysis of two formulations (Q2116232) (← links)
- Stress concentration effect on deflection and stress fields of a master leaf spring through domain decomposition and geometry updation technique (Q2159178) (← links)
- A computational framework to obtain nonlinearly elastic constitutive relations of special Cosserat rods with surface energy (Q2160450) (← links)
- Non-localised contact between beams with circular and elliptical cross-sections (Q2176257) (← links)
- Hamel's formalism for classical field theories (Q2190686) (← links)
- Poisson bracket formulation of a higher-order, geometrically-exact beam (Q2225274) (← 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)
- A geometrically exact beam finite element for curved thin-walled bars with deformable cross-section (Q2236956) (← links)
- An isogeometric finite element formulation for geometrically exact Timoshenko beams with extensible directors (Q2237716) (← links)
- On the simultaneous use of simple geometrically exact shear-rigid rod and shell finite elements (Q2241861) (← links)
- Small-amplitude free vibrations of straight beams subjected to large displacements and rotation (Q2294939) (← links)
- Variational modeling of plane-strain hyperelastic thin beams with thickness-stretching effect (Q2296305) (← links)
- A simple finite element for the geometrically exact analysis of Bernoulli-Euler rods (Q2308800) (← links)
- Geometrically exact beam equations in the adaptive DCA framework. I: Static example (Q2325833) (← links)
- A finite element formulation for a geometrically exact Kirchhoff-Love beam based on constrained translation (Q2329620) (← links)
- A nonlinear two-node superelement with deformable-interface surfaces for use in flexible multibody systems (Q2347603) (← links)
- Hybrid asymptotic-direct approach to the problem of finite vibrations of a curved layered strip (Q2392406) (← links)
- Cross-sectional mapping for refined beam elements with applications to shell-like structures (Q2400394) (← links)
- Analysis of a geometrically exact multi-layer beam with a rigid interlayer connection (Q2436036) (← 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)
- Homogenization assumptions for coupled multiscale analysis of structural elements: beam kinematics (Q2665056) (← links)
- Framework for automatic contact detection in a multibody system (Q2679454) (← links)
- Advances on kinematically exact rod models for thin-walled open-section members: consistent warping function and nonlinear constitutive equation (Q2693412) (← links)
- Universal wall-boundary conditions for turbulence-transport models (Q2746001) (← links)
- Finite deformation of slender beams (Q2747488) (← links)
- On the equations of motion for curved slender beams using tubular coordinates (Q2931285) (← links)
- Computing Time Reduction Possibilities in Multibody Dynamics (Q3003926) (← links)
- (Q3122344) (← links)
- On the differentiation of the Rodrigues formula and its significance for the vector‐like parameterization of Reissner–Simo beam theory (Q4795173) (← links)
- SPATIAL STABILITY ANALYSIS OF THIN-WALLED SPACE FRAMES (Q4871670) (← links)
- (Q4943594) (← links)
- A linear theory of beams with deformable cross section (Q5025117) (← links)
- A Fully Nonlinear Beam Model of Bernoulli–Euler Type (Q5115152) (← links)
- A general beam finite element with deformable cross-section. (Q5931196) (← links)
- Dynamic analysis of 3D beams with joints in the presence of large rotations (Q5939401) (← links)
- Two-scale off-and online approaches to geometrically exact elastoplastic rods (Q6042205) (← links)
- Large deformation of hyperelastic modified Timoshenko-Ehrenfest beams under different types of loads (Q6062467) (← links)
- Spline-based smooth beam-to-beam contact model (Q6084765) (← links)
- Peridynamic modeling of elastic instability and failure in lattice beam structures (Q6096448) (← links)
- Derivation of a superelement with deformable interfaces -- applied to model flexure joint (Q6146807) (← links)
- Research on nonlinear, postbuckling and elasto-plastic analyses of framed structures and curved beams (Q6173259) (← links)
- On the restrained torsional warping of thin‐walled elastic shafts (Q6192711) (← links)
- On the lateral-torsional elastic post-buckling and strength of channel steel beams (Q6491610) (← links)
- A geometrically exact beam finite element for non-prismatic strip beams: the 2D case (Q6538139) (← links)
- A geometrically exact beam finite element for non-prismatic strip beams: linearized lateral-torsional stability (Q6538295) (← links)
- The improvements of new absolute nodal coordinate formulation based continuum beam elements in convergence, accuracy and efficiency (Q6540431) (← links)