Pages that link to "Item:Q2384195"

The following pages link to Co-rotational finite element formulation for thin-walled beams with generic open section (Q2384195):

Displaying 22 items.

• Analysis of linearly elastic inextensible frames undergoing large displacement and rotation (Q410462) (← links)
• Corotational mixed finite element formulation for thin-walled beams with generic cross-section (Q643881) (← links)
• A nonlinear hu-washizu variational formulation and related finite-element implementation for spatial beams with arbitrary moderate thick cross-sections (Q653717) (← links)
• Incorporation of wall finite relative rotations in a geometrically exact thin-walled beam element (Q657196) (← links)
• Asymptotic post-buckling FEM analysis using corotational formulation (Q834428) (← links)
• A geometrical and physical nonlinear finite element model for spatial thin-walled beams with arbitrary section (Q987272) (← links)
• Finite element analysis of stability of thin-walled beams of open section (Q1119422) (← links)
• Co-rotational beam elements with warping effects in instability problems (Q1348308) (← links)
• A hybrid approach to the transient collapse analysis of thin walled frameworks. I, II (Q1388005) (← links)
• A co-rotational finite element formulation for buckling and postbuckling analyses of spatial beams (Q1579621) (← links)
• A corotational formulation for thin-walled beams with monosymmetric open section (Q1595388) (← links)
• A consistent finite element formulation for linear buckling analysis of spatial beams (Q1971474) (← links)
• Three-dimensional beam element for pre- and post-buckling analysis of thin-walled beams in multibody systems (Q2034121) (← links)
• Buckling, post-buckling and geometrically nonlinear analysis of thin-walled beams using a hypothetical layered composite cross-sectional model (Q2234563) (← links)
• A nonlinear two-node superelement with deformable-interface surfaces for use in flexible multibody systems (Q2347603) (← links)
• Effects of approximations in analyses of beams of open thin-walled cross-section. I: Flexural-torsional stability. II: 3-D nonlinear behaviour (Q2745791) (← links)
• Efficient local formulation for elasto-plastic corotational thin-walled beams (Q3008897) (← links)
• Geometric stiffness of thin-walled open section beams using a semiloof beam formulation (Q3811851) (← links)
• Finite‐element model for creep buckling analysis of beam‐type structures (Q5302250) (← links)
• Co-rotational formulation for geometric nonlinear analysis of doubly symmetric thin-walled beams (Q5949105) (← links)
• A co-rotational weak-form quadrature planar beam element for geometric nonlinear static and dynamic analysis (Q6553460) (← links)
• Geometric nonlinear analysis of angle section elements based on updated Lagrangian formulation and rigid body rule (Q6639983) (← links)