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The natural frequency and corresponding vibration mode are calculated and analyzed using finite element method.
The critical shear stress and the torsional buckling mode are calculated for various radius-to-thickness ratios.
The first four natural frequencies and mode shapes in bending bending mode are calculated for cantilever beams.
The thermal performances in two operating modes, normal mode and stand-by mode, are calculated by the computational fluid dynamics code, FLUENT.
The critical shear stress and the torsional buckling mode are calculated for various radius-to-thickness ratios and elastic medium effects.
The effective indices, confinement loss, birefringence, and chromatic dispersion of fundamental polarized mode are calculated in the proposed PCF for a wide wavelength range.
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The Risk Priority Number (RPN) of each failure mode is calculated to identify high risk failures.
Different modes were separated in time domain and dispersive curve of each mode is calculated by FFT.
Then, based on the definition of safety index (SI), the SI for one single mode is calculated.
The order of the most dangerous mode is calculated and found to rise with an increase in equivalent spring stiffness for fixed tension or flexural rigidity.
The structural elements selected for this study are metallic high-slenderness poles, for which the frequency of the first vibration mode were calculated analytically, as well as by finite element method-based computer modeling for comparative purposes.
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