Buckling of nanowires under self-weight and tip load including effect of surface stress

DOI10.1142/S0219455423710013zbMATH Open1537.74061MaRDI QIDQ6538153

Narisorn Prakaiprasert, Somchai Chucheepsakul, Boonchai Phungpaingam, Kamtornkiat Musiket

Publication date: 14 May 2024

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

zbMATH Keywords

bucklingBessel functionsurface stressnanowire

Mathematics Subject Classification ID

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

Cites Work

• Buckling behavior of nanowires predicted by a new surface energy density model
• Critical load for buckling of non-prismatic columns under self-weight and tip force
• Nonlocal theories for bending, buckling and vibration of beams
• On viscoelastic transient response of magnetically imperfect functionally graded nanobeams
• A continuum theory of elastic material surfaces
• Determination of the greatest height consistent with stability that a vertical post or mast can be made, and of the greatest height to which a tree of given proportion can grow.
• A nonlocal beam theory for bending, buckling, and vibration of nanobeams
• Large deflection analysis of nanowires based on nonlocal theory using total Lagrangian finite element method
• Nonlocal polar elastic continua
• VIBRATION OF INITIALLY STRESSED MICRO- AND NANO-BEAMS
• Effect of an elastic substrate on buckling of free-standing nanocolumns

Related Items (2)

Large deflection and post-buckling analysis of cantilever nanorods including effects of couple and surface stresses by intrinsic coordinate finite elements ⋮ Buckling load of heavy columns with variable cross Section and flexible end restraints

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