SPATIAL STABILITY ANALYSIS OF THIN-WALLED SPACE FRAMES

DOI<499::AID-NME867>3.0.CO;2-Z 10.1002/(SICI)1097-0207(19960215)39:3<499::AID-NME867>3.0.CO;2-ZzbMath0846.73063OpenAlexW2061387035MaRDI QIDQ4871670

Sung-Bo Kim, Sung-Pil Chang, Moon-Young Kim

Publication date: 1 April 1996

Full work available at URL: https://doi.org/10.1002/(sici)1097-0207(19960215)39:3<499::aid-nme867>3.0.co;2-z

zbMATH Keywords

warpingspatial buckling analysisVlasov's assumptioncubic Hermitian polynomialsflexural beamHermitian space frame elementlinearized virtual work principleload correction stiffness matrices

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Bifurcation and buckling (74G60)

Related Items (7)

Co-rotational finite element formulation for thin-walled beams with generic open section ⋮ Corotational mixed finite element formulation for thin-walled beams with generic cross-section ⋮ A consistent finite element formulation for linear buckling analysis of spatial beams ⋮ Direct approach to elastic deformations and stability of thin-walled rods of open profile ⋮ DYNAMIC STIFFNESS MATRIX FOR FLEXURAL-TORSIONAL, LATERAL BUCKLING AND FREE VIBRATION ANALYSES OF MONO-SYMMETRIC THIN-WALLED COMPOSITE BEAMS ⋮ A co-rotational finite element formulation for buckling and postbuckling analyses of spatial beams ⋮ On the stability analysis of plates and shells using a quadrilateral, 16-degrees of freedom plat shell element DKQ16

Uses Software

• ABAQUS
• IMSL Numerical Libraries

Cites Work

• Unnamed Item
• A geometrically-exact rod model incorporating shear and torsion-warping deformation
• On the geometrical stiffness of a beam in space - A consistent v.w. approach
• An excursion into large rotations
• Natural approach for geometric non-linear analysis of thin-walled frames
• Lateral buckling analysis of beams by the fem
• On a non-linear formulation for curved Timoshenko beam elements considering large displacement/rotation increments
• Effective modelling of spatial buckling of beam assemblages, accounting for warping constraints and rotation-dependency of moments
• Spatial stability and free vibration of shear flexible thin‐walled elastic beams. I: Analytical approach
• Geometrically nonlinear formulation for the curved shell elements
• Finite element analysis of torsional and torsional–flexural stability problems
• On large displacement-small strain analysis of structures with rotational degrees of freedom
• On large displacement-small strain analysis of structures with rotational degrees of freedom

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