Interaction curves for vibration and buckling of thin-walled composite box beams under axial loads and end moments

DOI10.1016/j.apm.2010.02.003zbMath1201.74181OpenAlexW1988793502MaRDI QIDQ611549

Thuc Phuong Vo, Jaehong Lee

Publication date: 14 December 2010

Published in: Applied Mathematical Modelling (Search for Journal in Brave)

Full work available at URL: http://nrl.northumbria.ac.uk/13370/1/INTERA~1.PDF

zbMATH Keywords

classical lamination theoryaxial loads and end momentsaxial-moment-frequency interaction curvesthin-walled composite box beams

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Vibrations in dynamical problems in solid mechanics (74H45) Finite element methods applied to problems in solid mechanics (74S05) Bifurcation and buckling (74G60) Random materials and composite materials (74A40)

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Cites Work

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• Critical state of a thin-walled beam under combined load
• On coupled bending-torsional vibrations of beams with initial loads
• DYNAMIC STIFFNESS MATRIX FOR FLEXURAL-TORSIONAL, LATERAL BUCKLING AND FREE VIBRATION ANALYSES OF MONO-SYMMETRIC THIN-WALLED COMPOSITE BEAMS
• EXACT DYNAMIC STIFFNESS MATRIX FOR COMPOSITE TIMOSHENKO BEAMS WITH APPLICATIONS
• Unified analytical solution for various boundary conditions for the coupled flexural-torsional vibration of beams subjected to axial loads and end moments
• Free vibration of axially loaded composite Timoshenko beams using the dynamic stiffness matrix method

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