Co-rotational formulations for geometrically nonlinear analysis of beam-columns including warping and Wagner effects
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Publication:6538161
DOI10.1142/s0219455423500529zbMath1537.74192MaRDI QIDQ6538161
Liang Chen, Siu Lai Chan, Rui Bai, Siwei Liu
Publication date: 14 May 2024
Published in: International Journal of Structural Stability and Dynamics (Search for Journal in Brave)
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Finite element methods applied to problems in solid mechanics (74S05)
Cites Work
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- Non-linear buckling and postbuckling behavior of thin-walled beams considering shear deformation
- Corotational mixed finite element formulation for thin-walled beams with generic cross-section
- A consistent co-rotational formulation for nonlinear, three-dimensional, beam-elements
- Effects of approximations in analyses of beams of open thin‐walled cross‐section—part I: Flexural–torsional stability
- Nonlinear Beam-Column Element Under Consistent Deformation
- SPATIAL STABILITY ANALYSIS OF THIN-WALLED SPACE FRAMES
- Straight-beam approach for analyzing lateral buckling of thin-walled curved I-beams
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