Higher-order shear beam theories and enriched continuum

DOI10.1016/j.mechrescom.2011.05.004zbMath1272.74373OpenAlexW1984759245MaRDI QIDQ366750

Noël Challamel

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/S0093641311000942

zbMATH Keywords

microstructurevariational argumentsbucklingcomposite beamsgradient elasticity modelhigher-order beam theoriesnonlocal mechanicsshear models

Mathematics Subject Classification ID

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

Related Items (8)

BUCKLING OF COMPOSITE NONLOCAL OR GRADIENT CONNECTED BEAMS ⋮ Free vibrations of stepped nano-beams with cracks ⋮ Analytical length scale calibration of nonlocal continuum from a microstructured buckling model ⋮ Shear vibration modes of granular structures: Continuous and discrete approaches ⋮ PLATE BUCKLING ANALYSIS USING A GENERAL HIGHER-ORDER SHEAR DEFORMATION THEORY ⋮ A microstructure- and surface energy-dependent third-order shear deformation beam model ⋮ A new Timoshenko beam model incorporating microstructure and surface energy effects ⋮ A review on nonlocal elastic models for bending, buckling, vibrations, and wave propagation of nanoscale beams

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