A four-variable shear and normal deformable quasi-3D beam model to analyze the free and forced vibrations of FG-GPLRC beams under moving load
DOI10.1007/S00707-022-03256-WzbMath1493.74037OpenAlexW4283366030MaRDI QIDQ2156257
Publication date: 18 July 2022
Published in: Acta Mechanica (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1007/s00707-022-03256-w
composite beamnatural frequencygraphene plateletdynamic deflectionHalpin-Tsai micro-mechanical ruleNavier solution methodtime-dependent Newmark algorithm
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Vibrations in dynamical problems in solid mechanics (74H45) Composite and mixture properties (74E30) Numerical approximation of solutions of dynamical problems in solid mechanics (74H15)
Related Items (3)
Cites Work
- Vibration characteristics of composite doubly curved shells reinforced with graphene platelets with arbitrary edge supports
- Application of the Chebyshev-Ritz route in determination of the dynamic instability region boundary for rotating nanocomposite beams reinforced with graphene platelet subjected to a temperature increment
- Nonlinear static and dynamic responses of graphene platelets reinforced composite beam with dielectric permittivity
- Free and forced vibrations of graphene platelets reinforced composite laminated arches subjected to moving load
- Nonlinear dynamic response of FG graphene platelets reinforced composite beam with edge cracks in thermal environment
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