Pages that link to "Item:Q4387542"

The following pages link to On the role of geometrically exact and second-order theories in buckling and post-buckling analysis of three-dimensional beam structures (Q4387542):

Displaying 18 items.

• Three-dimensional finite rotations treatment based on a minimal set parameterization and vector space operations in beam elements (Q356836) (← links)
• A hybrid-mixed finite element formulation for the geometrically exact analysis of three-dimensional framed structures (Q659938) (← links)
• Dynamic analysis of beam structures considering geometric and constitutive nonlinearity (Q839262) (← links)
• Static analysis of beam structures under nonlinear geometric and constitutive behavior (Q1033328) (← links)
• A co-rotational finite element formulation for buckling and postbuckling analyses of spatial beams (Q1579621) (← links)
• Geometrically nonlinear analysis of beam structures via hierarchical one-dimensional finite elements (Q1720979) (← links)
• The finite deformation theory for beam, plate and shell. III: The three-dimensional beam theory and the FE formulation (Q1808119) (← links)
• Relaxed representations and improving stability in time-stepping analysis of three-dimensional structural nonlinear dynamics (Q1928963) (← links)
• The finite deformation theory for beam, plate and shell. IV: The FE formulation of Mindlin plate and shell based on Green-Lagrangian strain (Q1968497) (← links)
• Computing finite rotations of shells by an asymptotic-numerical method (Q1971266) (← links)
• Isogeometric collocation for three-dimensional geometrically exact shear-deformable beams (Q2308574) (← links)
• Locking-free isogeometric collocation formulation for three-dimensional geometrically exact shear-deformable beams with arbitrary initial curvature (Q2309995) (← links)
• Co-rotational finite element formulation for thin-walled beams with generic open section (Q2384195) (← links)
• Techniques based on genetic algorithms for large deflection analysis of beams (Q2574841) (← links)
• Exact geometry considerations in buckling analysis of trusses (Q4017307) (← links)
• Post-Buckling Behavior of Nonlinear Elastic Beams and Three-Dimensional Frames Using the Theory of a Cosserat Point (Q4671781) (← links)
• Meshfree method for geometrical nonlinear analysis of curved and twisted beams using a three-dimensional finite deformation theory (Q6493311) (← links)
• On nonlinear geometric transformations of finite elements (Q6589350) (← links)