Buckling of elastic beams on non-local foundation: a revisiting of Reissner model
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Publication:366539
DOI10.1016/j.mechrescom.2010.05.007zbMath1272.74186OpenAlexW1974113539MaRDI QIDQ366539
Mohammad Hasan, M. Dambrine, H. S. Yoon
Publication date: 13 September 2013
Published in: Mechanics Research Communications (Search for Journal in Brave)
Full work available at URL: http://www.sciencedirect.com/science/article/pii/S0093641310000698
variational argumentsbucklingsoil-structure interactiongradient elasticity modelhigher-order boundary conditionsnon-local mechanicsReissner model
Related Items (8)
BUCKLING OF COMPOSITE NONLOCAL OR GRADIENT CONNECTED BEAMS ⋮ Analytical length scale calibration of nonlocal continuum from a microstructured buckling model ⋮ Higher-order shear beam theories and enriched continuum ⋮ A non-local two-dimensional foundation model ⋮ A Kerr‐type elastic foundation model for the buckling analysis of a beam bonded on an elastic layer ⋮ Justification and refinement of Winkler-Fuss hypothesis ⋮ A review on nonlocal elastic models for bending, buckling, vibrations, and wave propagation of nanoscale beams ⋮ Fractional-order model for the vibration of a nanobeam influenced by an axial magnetic field and attached nanoparticles
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- Elastic and Viscoelastic Foundation Models
- A General Solution for the Bending of Beams on an Elastic Foundation of Arbitrary Continuity
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