By Farzad Ebrahimi
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Extra info for Advances in Vibration Analysis Research
0 Table 2. Natural frequencies (rad/s) of a clamped- clamped curved symmetric sandwich beam Table 2 above, shows that for the first two natural frequencies, the DFE results are slightly larger than those obtained from both FEM formulations, but for the 3rd-5th frequencies, the DFE values are smaller than those found by the 3-DOF FEM formulation but larger than the 47 Free Vibration Analysis of Curved Sandwich Beams: A Dynamic Finite Element 4-DOF FEM formulation. 36%, which is still the largest when comparing all three models.
A simple determinant search method is utilized to compute the natural frequencies of the system. 7 mm. 8 kg/m3. 1 Cantilever end conditions The first test case investigates the natural frequencies of the beam described above, with cantilever end conditions. The DFE and FEM results (Table 1) are presented and compared 45 Free Vibration Analysis of Curved Sandwich Beams: A Dynamic Finite Element with those reported by Ahmed (1971), obtained from a 10-element FEM model of 2-noded 8DOFs beam elements.
003 Table 2. (2002) dc 1 = 12 mm at Mod e No crack Exp. Propos ed dc 1 = 12 mm at dc 1 = 12 mm at x1 = 595 mm x1 = 595 mm x1 = 595 mm dc 2 = 4 mm at dc 2 = 8 mm at dc 2 = 12 mm at x2 = 800 mm x2 = 800 mm x2 = 800 mm Exp. 352 Exp. 246 Exp. 633 Table 3. (2002) Vibration Analysis of Beams with and without Cracks Using the Composite Element Model 35 5. S. & Subramanian G. (1985). On the performance of a four-degree-offreedom per node element for stepped beam analysis and higher frequency estimation.
Advances in Vibration Analysis Research by Farzad Ebrahimi
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