Pages that link to "Item:Q643881"

The following pages link to Corotational mixed finite element formulation for thin-walled beams with generic cross-section (Q643881):

Displaying 18 items.

• Analysis of linearly elastic inextensible frames undergoing large displacement and rotation (Q410462) (← links)
• A consistent 3D corotational beam element for nonlinear dynamic analysis of flexible structures (Q461026) (← links)
• A nonlinear hu-washizu variational formulation and related finite-element implementation for spatial beams with arbitrary moderate thick cross-sections (Q653717) (← links)
• A corotational formulation for thin-walled beams with monosymmetric open section (Q1595388) (← links)
• The method of a floating frame of reference for non-smooth contact dynamics (Q1658088) (← links)
• A mixed 3D corotational beam with cross-section warping for the analysis of damaging structures under large displacements (Q1750132) (← links)
• Isogeometric analysis of 3D beams for arbitrarily large rotations: locking-free and path-independent solution without displacement DOFs inside the patch (Q2020719) (← links)
• A large rotation finite element analysis of 3D beams by incremental rotation vector and exact strain measure with all the desirable features (Q2176970) (← links)
• A geometrically exact beam finite element for curved thin-walled bars with deformable cross-section (Q2236956) (← links)
• Co-rotational finite element formulation for thin-walled beams with generic open section (Q2384195) (← links)
• Mixed state-vector finite element analysis for a higher-order box beam theory (Q2501941) (← 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)
• A <i>C</i>⁰ finite element formulation for thin‐walled beams (Q5748971) (← links)
• A contact formulation using local frame of \(SE(3)\) group for corotational beam against rigid solid via moving signed distance field (Q6199467) (← links)
• Co-rotational formulations for geometrically nonlinear analysis of beam-columns including warping and Wagner effects (Q6538161) (← links)
• A nine-node corotational curved quadrilateral shell element for smooth, folded, and multishell structures (Q6555209) (← links)
• Geometric nonlinear analysis of angle section elements based on updated Lagrangian formulation and rigid body rule (Q6639983) (← links)