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Comparison between the analytical and numerical solutions for sphere inclus...
Published Online: July 12, 2024
Fig. 2 Comparison between the analytical and numerical solutions for sphere inclusions in flexoelectric solids, where x 2 = x 3 = 0 and l = a 1 : ( a ) dimensionless strain dilatation and ( b ) dimensionless polarization magnitude More about this image found in Comparison between the analytical and numerical solutions for sphere inclus...
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Influences of inclusion shapes on the electromechanical coupling behavior, ...
Published Online: July 12, 2024
Fig. 3 Influences of inclusion shapes on the electromechanical coupling behavior, where x 2 = x 3 = 0 and l = a 1 : ( a ) dimensionless strain dilatation and ( b ) dimensionless polarization magnitude More about this image found in Influences of inclusion shapes on the electromechanical coupling behavior, ...
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Influences of the SGE length scale parameter on the strain dilatation distr...
Published Online: July 12, 2024
Fig. 4 Influences of the SGE length scale parameter on the strain dilatation distributions, where x 2 = x 3 = 0 : ( a ) prolate spheroids and ( b ) oblate spheroids More about this image found in Influences of the SGE length scale parameter on the strain dilatation distr...
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Influences of the SGE length scale parameter on the polarization magnitude ...
Published Online: July 12, 2024
Fig. 5 Influences of the SGE length scale parameter on the polarization magnitude distributions, where x 2 = x 3 = 0 : ( a ) prolate spheroids and ( b ) oblate spheroids More about this image found in Influences of the SGE length scale parameter on the polarization magnitude ...
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Relations between the strain dilatation and SGE length scale parameter for ...
Published Online: July 12, 2024
Fig. 6 Relations between the strain dilatation and SGE length scale parameter for a fixed point, where x 1 = 0.5 a 1 and x 2 = x 3 = 0 : ( a ) prolate spheroids and ( b ) oblate spheroids More about this image found in Relations between the strain dilatation and SGE length scale parameter for ...
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The magnitude of dynamic modulus versus loading frequency    f  =  ω  /  ( ...
Published Online: July 12, 2024
Fig. 3 The magnitude of dynamic modulus versus loading frequency f = ω / ( 2 π ) for PVED-T, PED-T, ED-T, and PVE-T solutions to beam vibration problem: ( a ) low-frequency range and ( b ) full frequency range More about this image found in The magnitude of dynamic modulus versus loading frequency f = ω / ( ...
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( a ) The phase lags between the applied force and the transverse displacem...
Published Online: July 12, 2024
Fig. 4 ( a ) The phase lags between the applied force and the transverse displacement at x d = 1 / 2 obtained from PVED-T, PED-T, ED-T, and PVE-T solutions in low-frequency range. ( b ) The phase lag curves of PVED-T solution for different values of solid phase viscoelastic timescale,... More about this image found in ( a ) The phase lags between the applied force and the transverse displacem...