Question
Pro/M Modal Result does not match w/ FEA book example(?)
Hello Pro/M gurus!
Can anyone help me verify the results of my Pro/M modal analysis on the following:
Cantilever beam 12.0 inches long, width is 2.0 in, height (or thickness) is 0.5 in.
Properties are: Young's modulus = 30,000,000 psi
Poisson's ratio = 0.30
Mass density = 7.22e-4 lbm/cu. in.
The above modal setup was an example from the book: Building Better Products with Finite Element Analysis by V. Adams and A. Askenazi. (see page 478).
The result given in the book for the first natural frequency is 114.5 Hz (using formula).
The result given as obtained from MSC/NASTRAN is 114.0 HZ.
The result that I got from Pro/M for the first mode is 2243 to 2264 Hz (I tried the analysis on the idealized model and the solid model. Convergence was to within 1%).
Need your help to verify if I made a mistake in my setup. I am using Pro/M 2001.
Thanks for all your help in advance.
Jerome Simbajon
Can anyone help me verify the results of my Pro/M modal analysis on the following:
Cantilever beam 12.0 inches long, width is 2.0 in, height (or thickness) is 0.5 in.
Properties are: Young's modulus = 30,000,000 psi
Poisson's ratio = 0.30
Mass density = 7.22e-4 lbm/cu. in.
The above modal setup was an example from the book: Building Better Products with Finite Element Analysis by V. Adams and A. Askenazi. (see page 478).
The result given in the book for the first natural frequency is 114.5 Hz (using formula).
The result given as obtained from MSC/NASTRAN is 114.0 HZ.
The result that I got from Pro/M for the first mode is 2243 to 2264 Hz (I tried the analysis on the idealized model and the solid model. Convergence was to within 1%).
Need your help to verify if I made a mistake in my setup. I am using Pro/M 2001.
Thanks for all your help in advance.
Jerome Simbajon

