BUCKLING OF COMPOSITE NONLOCAL OR GRADIENT CONNECTED BEAMS

DOI10.1142/S0219455411004452zbMath1245.74017OpenAlexW2129410538MaRDI QIDQ2905168

Noureddine El Meiche, Noël Challamel, Baghdad Krour, Ismail Mechab

Publication date: 24 August 2012

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

Full work available at URL: https://doi.org/10.1142/s0219455411004452

zbMATH Keywords

bucklingcomposite beamssandwich beamsgradient elasticity modelhigher-order boundary conditionsnonlocal mechanicsReissner's model

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Composite and mixture properties (74E30) Energy minimization in equilibrium problems in solid mechanics (74G65) Explicit solutions of equilibrium problems in solid mechanics (74G05)

Related Items (3)

A higher-order nonlocal elasticity and strain gradient theory and its applications in wave propagation ⋮ Higher-order shear beam theories and enriched continuum ⋮ Buckling Analysis of the Discrete Planar Cosserat Rod

Cites Work

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