Straight-beam approach for analyzing lateral buckling of thin-walled curved I-beams

DOI10.1142/s021945542271002xzbMath1537.7422MaRDI QIDQ6537945

Y. Z. Liu, Unnamed Author, Yeong-Bin Yang

Publication date: 14 May 2024

Published in: International Journal of Structural Stability and Dynamics (Search for Journal in Brave)

zbMATH Keywords

warpinglocking-freecurved beamlateral bucklingstraight beam

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Bifurcation and buckling (74G60)

Related Items (2)

Co-rotational formulations for geometrically nonlinear analysis of beam-columns including warping and Wagner effects ⋮ Nonlinear stability of three-layer circular shallow arches with elastic interlayer bonding

Cites Work

• Invariant Hermitian finite elements for thin Kirchhoff rods. I: The linear plane case
• Invariant Hermitian finite elements for thin Kirchhoff rods. II: The linear three-dimensional case
• On the validity of the finite element analysis of circular arches represented by an assemblage of beam elements
• A locking-free approximation of curved rods by straight beam elements
• Invariant isogeometric formulation for the geometric stiffness matrix of spatial curved Kirchhoff rods
• Geometrically exact thin-walled beam including warping formulated on the special Euclidean group \(SE(3)\)
• Consistency of straight-beam approximation of a thin-walled circular beam

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