FEATool Multiphysics
v1.14
Finite Element Analysis Toolbox

This model studies the vibration modes of a free and hollow cylinder using an axisymmetric approximation. No loads or constrains are applied as the free modes are sought. The cylinder is 10 m long, has a center diameter of 2 m, and is 0.4 m thick. Moreover, the material of the cylinder is considered to be steel with E = 2·10^{11} Pa, density 8000 km/m^{3}, and a Poisson's ratio of 0.3. Target free vibration frequencies are given in [1].
This model is available as an automated tutorial by selecting Model Examples and Tutorials... > Structural Mechanics > Vibration Modes of a Hollow Cylinder from the File menu. Or alternatively, follow the stepbystep instructions below.
1.8
into the x_{min} edit field.2.2
into the x_{max} edit field.0
into the y_{min} edit field.10
into the y_{max} edit field.0.2
into the Grid Size edit field.0.3
into the Poisson's ratio edit field.2e11
into the Modulus of elasticity edit field.8000
into the Density edit field.Open the postprocessing settings dialog box, look at the Solution eigenvalue/frequency dropmenu box, and verify that they correspond to the target values 0, 243.8, 378.5, 394, 397.5, 405 Hz. Select the second mode and plot its Total displacement as well as Deformation plot with a scale factor of 1.
1
into the Deformation scale factor edit field.The vibration modes of a hollow cylinder structural mechanics model has now been completed and can be saved as a binary (.fea) model file, or exported as a programmable MATLAB mscript text file (available as the example ex_axistressstrain1 script file), or GUI script (.fes) file.
[1] Abbassian F, Dawswell DJ, Knowles NC. Free Vibration Benchmarks. NAFEMS, Test 41, 1987.