Free vibration and snap-through instability of FG-CNTRC shallow arches supported on nonlinear elastic foundation
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Publication:2246444
DOI10.1016/j.amc.2021.126606OpenAlexW3199280304MaRDI QIDQ2246444
Publication date: 16 November 2021
Published in: Applied Mathematics and Computation (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/j.amc.2021.126606
nonlinear elastic foundationperturbation methodcarbon nanotubesnap-through instabilitynonlinear free vibrationnanocomposite arch
Thin bodies, structures (74Kxx) Equilibrium (steady-state) problems in solid mechanics (74Gxx) Coupling of solid mechanics with other effects (74Fxx)
Related Items (4)
Nonlinear dynamic and vibration characteristics of metamaterial shallow arches ⋮ Parametric-forced coupling resonance of core-shell nanowires with interfacial damage under weak viscoelastic boundary constraint ⋮ Nonlinear in-plane thermal buckling of rotationally restrained functionally graded carbon nanotube reinforced composite shallow arches under uniform radial loading ⋮ Dynamic behaviour of carbon-nanotube reinforced functionally graded double-arch systems
Cites Work
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- Buckling and postbuckling of beams, plates, and shells
- Geometrically nonlinear analysis of shear deformable FGM shallow pinned arches on nonlinear elastic foundation under mechanical and thermal loads
- Snap-buckling of functionally graded multilayer graphene platelet-reinforced composite curved nanobeams with geometrical imperfections
- Vibrational behavior of thermally pre-/post-buckled FG-CNTRC beams on a nonlinear elastic foundation: a two-step perturbation technique
- Vibration response of Timoshenko perforated microbeams under accelerating load and thermal environment
- Nonlinear in-plane buckling of fixed shallow functionally graded graphene reinforced composite arches subjected to mechanical and thermal loading
- On dynamic instability of magnetically embedded viscoelastic porous FG nanobeam
- Nonlinear behaviour and stability of functionally graded porous arches with graphene platelets reinforcements
- A Two‐Step Perturbation Method in Nonlinear Analysis of Beams, Plates and Shells
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