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Shifted-Chebyshev-polynomial-based numerical algorithm for fractional order polymer visco-elastic rotating beam

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Academic year: 2021

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Figure

Fig. 1. Schematic representation of visco-elastic model: (a) the FDE model; (b) the FDKV model.
Fig. 2. The bending deformation of the visco-elastic rotating beam under distributed load.
Fig. 3. Displacements of HDPE non-rotating beams under different external loads: (a) Uniform loads; (b) Simple harmonic loads; (c) Linear loads.
Fig. 5. Displacements of HDPE rotating beam under external load f(x, t) = 10Heaviside(t) at different rotational speeds: (a) Ω = π 2 ; (b) Ω = π.
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