Tensile and compressive buckling of columns with shear deformation singularities

DOI10.1007/s11012-014-9964-3zbMath1317.74037OpenAlexW2061515603MaRDI QIDQ2515358

F. Cannizzaro, Salvatore Caddemi, I. Caliò'

Publication date: 31 July 2015

Published in: Meccanica (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s11012-014-9964-3

zbMATH Keywords

singularitiescolumndisplacement discontinuityshear deformationscompressive bucklingelastic slidertensile buckling

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Stress concentrations, singularities in solid mechanics (74G70) Bifurcation and buckling (74G60)

Related Items (2)

Influence of shear deformations on the buckling of columns using the generalized beam theory and energy principles ⋮ Disarrangements and instabilities in augmented one-dimensional hyperelasticity

Cites Work

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• Structures buckling under tensile dead load
• A finite element for edge-cracked beam columns
• On applications of generalized functions to the analysis of Euler-Bernoulli beam-columns with jump discontinuities

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