2018
DOI: 10.1088/1361-6404/aad3d5
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Flexural vibrations of a thin clamped steel bar

Abstract: We present experimental results of damped and forced lateral vibrations on a 6″ steel ruler in which the displacement measurements were made by an optical sensor. The experimental apparatus is straightforward to assemble and the phenomenon of resonance is easily observable and measurable. We verified that the Newtonian dynamics of the harmonic oscillator with one degree-of-freedom is sufficient to describe the oscillations of the bar. We obtained precise theoretical adjustments for time series data of damped o… Show more

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Cited by 5 publications
(7 citation statements)
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“…One way is to investigate the heavy elastica bending, when the strip straight orientation is horizontally aligned, for doubly-clamped or doubly-hinged boundary conditions as these may present a spontaneous break in symmetry. Another possibility is the investigation of the effects of mechanical noise on the displacement fluctuations of the strip near its tip, such as on the pre-buckling standing column configuration using a laser CCD sensor [28]. Finally, we note that the sequence of hinged-clamped profiles shown here could be used in designing a new method of soft-robot locomotion [29].…”
Section: Discussionmentioning
confidence: 95%
“…One way is to investigate the heavy elastica bending, when the strip straight orientation is horizontally aligned, for doubly-clamped or doubly-hinged boundary conditions as these may present a spontaneous break in symmetry. Another possibility is the investigation of the effects of mechanical noise on the displacement fluctuations of the strip near its tip, such as on the pre-buckling standing column configuration using a laser CCD sensor [28]. Finally, we note that the sequence of hinged-clamped profiles shown here could be used in designing a new method of soft-robot locomotion [29].…”
Section: Discussionmentioning
confidence: 95%
“…Using the first normal-mode solution, Eq. (B4), we find that the effective mass for the fundamental normal mode at height z [33] is…”
Section: The Duffing Amplifier With Added White Noisementioning
confidence: 87%
“…The equation of motion for bending waves on a uniform, flexible beam of density ρ, crosssectional area A and Young's modulus E is given in its simplest form by [3][4][5][6][7][8][9][10][11][12] ρA…”
Section: Flexible Beam Modelmentioning
confidence: 99%
“…For a rectangular cross-section beam of thickness a and width b, I = ba 3 /12, assuming that the beam bends in the thickness direction. Equation ( 12) has been solved many times in the past with F 0 = 0 to determine the vibration frequencies and shapes of a beam [6][7][8][9][10][11][12], but less frequently with a forcing term, F 0 . Nevertheless, it is relatively straightforward to find numerical solutions by dividing the beam into many equal mass, equal length segments, with an impact force applied to one or more segments.…”
Section: Flexible Beam Modelmentioning
confidence: 99%
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