Analysis results indicate that when comprehensively considering geometric correction parameters and foundation beam stiffness coefficients, a significant pattern emerges: as the order n increases, the peak frequency of Rayleigh nonlocal nanobeams exhibits a decreasing trend, with the peak position gradually shifting toward regions where the nonlocal factor diminishes.
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Analysis of the influence of nonlocal factors on the vibration of Rayleigh nonlocal nanobeams on elastic foundations.
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