Pages that link to "Item:Q1420028"

The following pages link to On a geometrically exact curved/twisted beam theory under rigid cross-section assumption (Q1420028):

Displaying 30 items.

• A hybrid-mixed finite element formulation for the geometrically exact analysis of three-dimensional framed structures (Q659938) (← links)
• On the geometrically exact beam model: a consistent, effective and simple derivation from three-dimensional finite-elasticity (Q837478) (← links)
• Dynamic analysis of beam structures considering geometric and constitutive nonlinearity (Q839262) (← links)
• Constitutive and geometric nonlinear models for the seismic analysis of RC structures with energy dissipators (Q841710) (← links)
• Extension of non-linear beam models with deformable cross sections (Q905058) (← links)
• The method of ray expansions for solving boundary-value dynamic problems for spatially curved rods of arbitrary cross-section (Q1002700) (← links)
• Generalized variational principle of dynamic analysis on naturally curved and twisted box beams for anisotropic materials (Q1027951) (← links)
• Static analysis of beam structures under nonlinear geometric and constitutive behavior (Q1033328) (← links)
• An exact theory for circular, end-loaded, anisotropic beams of narrow rectangular cross-section (Q1610647) (← links)
• A modified higher-order theory for FG beams (Q1797644) (← links)
• Finite element theory for curved and twisted beams based on exact solutions for three-dimensional solids. I: Beam concept and geometrically exact nonlinear formulation. II: Anisotropic and advanced beam models (Q1818454) (← links)
• On Timoshenko-like modeling of initially curved and twisted composite beams. (Q1866272) (← links)
• Explicit isogeometric collocation for the dynamics of three-dimensional beams undergoing finite motions (Q1986466) (← links)
• Linear static isogeometric analysis of an arbitrarily curved spatial Bernoulli-Euler beam (Q1986625) (← links)
• Geometrically exact static isogeometric analysis of an arbitrarily curved spatial Bernoulli-Euler beam (Q2072708) (← links)
• Isogeometric collocation for implicit dynamics of three-dimensional beams undergoing finite motions (Q2173647) (← links)
• A high-precision curvature constrained Bernoulli-Euler planar beam element for geometrically nonlinear analysis (Q2242086) (← links)
• Locking-free isogeometric collocation formulation for three-dimensional geometrically exact shear-deformable beams with arbitrary initial curvature (Q2309995) (← links)
• The linearized three-dimensional beam theory of naturally curved and twisted beams: The strain vector formulation (Q2384328) (← links)
• Large deflection analysis of geometrically exact spatial beams under conservative and nonconservative loads using intrinsic equations (Q2516692) (← links)
• The refined theory of rectangular curved beams (Q2641470) (← links)
• An improved isogeometric collocation formulation for spatial multi-patch shear-deformable beams with arbitrary initial curvature (Q2679478) (← links)
• Geometrically exact isogeometric Bernoulli-Euler beam based on the Frenet-Serret frame (Q2683427) (← links)
• On the equations of motion for curved slender beams using tubular coordinates (Q2931285) (← links)
• Non-linear seismic analysis of RC structures with energy-dissipating devices (Q3549795) (← links)
• (Q3747027) (← links)
• Geometrical covariant approach for contact between curves representing beam and cable type structures (Q4582207) (← links)
• Large deformation of hyperelastic modified Timoshenko-Ehrenfest beams under different types of loads (Q6062467) (← links)
• An efficient displacement-based isogeometric formulation for geometrically exact viscoelastic beams (Q6153867) (← links)
• Nurbs-based Timoshenko formulation of a geometrically nonlinear planar beam (Q6580599) (← links)