Analytical solution for the elastic bending of beams lying on a variable Winkler support

DOI10.1007/s00707-015-1508-yzbMath1382.74074OpenAlexW2273844418MaRDI QIDQ293705

Egidio Rizzi, Diego Froio

Publication date: 9 June 2016

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

Full work available at URL: https://doi.org/10.1007/s00707-015-1508-y

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10)

Related Items

On the vibration and buckling behaviors of porous FG beams resting on variable elastic foundation utilizing higher-order shear deformation theory, Relevance of soil-pile tangential tractions for the estimation of kinematic seismic forces: formulation and setting of a Winkler approach, Dynamics of a beam on a bilinear elastic foundation under harmonic moving load

Uses Software

• Mathematica

Cites Work

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