Refined shear deformation theories for laminated composite arches and beams with variable thickness: natural frequency analysis

DOI10.1016/j.enganabound.2017.07.029zbMath1464.74415OpenAlexW2746335786MaRDI QIDQ1717145

Francesco Tornabene, Nicholas Fantuzzi, Michele Bacciocchi

Publication date: 7 February 2019

Published in: Engineering Analysis with Boundary Elements (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.enganabound.2017.07.029

zbMATH Keywords

free vibration analysisvariable thicknesshigher-order shear deformation theorylaminated composite structuresmodelling of arches and beams

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Spectral, collocation and related methods for boundary value problems involving PDEs (65N35) Numerical and other methods in solid mechanics (74S99)

Related Items (7)

Natural frequency analysis of FG-GOP/ polymer nanocomposite spheroid and ellipsoid doubly curved shells reinforced by transversely-isotropic carbon fibers ⋮ Static analysis of anisotropic doubly-curved shells with arbitrary geometry and variable thickness resting on a Winkler-Pasternak support and subjected to general loads ⋮ A hierarchical generalized formulation for the large-displacement dynamic analysis of rotating plates ⋮ Higher-Order Weak Formulation for Arbitrarily Shaped Doubly-Curved Shells ⋮ Strong Formulation: A Powerful Way for Solving Doubly Curved Shell Structures ⋮ Free vibration and snap-through instability of FG-CNTRC shallow arches supported on nonlinear elastic foundation ⋮ A generalization of the method of lines for the numerical solution of coupled, forced vibration of beams

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