Buckling of slender prismatic circular columns weakened by multiple edge cracks

DOI10.1007/S00707-006-0386-8zbMath1127.74015OpenAlexW2157312527MaRDI QIDQ867410

M. Arif Gurel

Publication date: 15 February 2007

Published in: Acta Mechanica (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s00707-006-0386-8

zbMATH Keywords

end conditionseigenvalue equationsmassless rotational springs

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Brittle fracture (74R10) Bifurcation and buckling (74G60)

Related Items (2)

A novel beam finite element with singularities for the dynamic analysis of discontinuous frames ⋮ Numerical studies on stability of slender supporting structures

Cites Work

• Vibration and stability of a cracked shaft simultaneously subjected to a follower force with an axial force
• Stability of a cracked Timoshenko beam column by modified Fourier series
• Vibration of cracked shafts in bending
• UNCOUPLED FLEXURAL VIBRATIONS OF STRAIGHT BEAMS WITH ALL POSSIBLE BOUNDARY CONDITIONS TREATED BY A TRANSFER MATRIX METHOD
• Slenderness ratio effect on cracked beam

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