Xtina
Civil/Environmental
- Dec 20, 2011
- 13
Hi all, i am performing a modal analysis of a beam in ANSYS. In the laboratory, the beam is supported on transversal steel bars, so vertical positive displacements are allowed when I hit it with the hammer, and the bars are fixed to the ground. If I model the supports as typical rigid supports the frequencies that I obtain are not similar to the real ones, but if I run the analysis without the constraints the results are very close to the correct values.Is it possible to assume that the beam's behavior is more likely to a free-free condition than a simply supported (UX=UY=UZ=0) condition since there is a loss of contact between the beam and the bars? I will be grateful for any suggestion. I tried to model the supports as two blocks of steel with contact surfaces between them and the beam to simulate the separation and then run a transient analysis, but the results (accelerations become in frequencies) are very strange, there is not a clear spectrum, what could be the problem? I will be grateful for any suggestion.
Thanks in advance.
Thanks in advance.