Тест 5.6 Vibrations of the wedge-shaped arm
Verification of the LIRA-FEM software / Тест 5.6 Vibrations of the wedge-shaped arm / Analytical solution: S. Timoshenko, D. H. Young, Vibration Problems in Engineering, 3rd Edition, D. Van Nostrand Co., Inc., New York, NY, 1955, pg. 392, article 62.
Analytical solution: S. Timoshenko, D. H. Young, Vibration Problems in Engineering, 3rd Edition, D. Van Nostrand Co., Inc., New York, NY, 1955, pg. 392, article 62.
Geometry:
|
l = 16 in; b = 2 in; t = 1 in. |
Material characteristics: Е=30 x 106 psi, ν=0.0, ρ =0.000728 lb-sec2/in4.
Boundary conditions: The contour along the line x = l is rigidly pinched.
Loads: For modal analysis.
CALCULATION RESULTS:
|
Order of form |
Frequency, Hz |
Uncertainty,% | |
|
Analytical solution |
Calculation results (LIRA) | ||
|
1 |
259,16 |
260,44 |
0,49 |
Preview image: Array
Note:
To build the scheme used FE 19 (FE wall beams).
Number of nodes:101.
Number of elements:100.
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