bcg444
Mechanical
- Sep 6, 2006
- 14
Hello everybody,
As a beginner in vibrations I am looking for some help.
I am going to perform the vibration test where the displacement measurement of the system at first natural frequency is one of the main tasks.
Therefore as a first step I am going to run the sine sweep to determine this frequency.
As a test that allows me to determine the displacement I am going to dwell at the natural frequency.
The PSD profile obtained from field measurements is the only data I have related to vibrations that the system will be subjected in reality.
My questions: what is the appropriate acceleration for the dwell test? Should it be 3 times G (rms) from PSD? Is this approach right, in general?
Thank you very much for help
As a beginner in vibrations I am looking for some help.
I am going to perform the vibration test where the displacement measurement of the system at first natural frequency is one of the main tasks.
Therefore as a first step I am going to run the sine sweep to determine this frequency.
As a test that allows me to determine the displacement I am going to dwell at the natural frequency.
The PSD profile obtained from field measurements is the only data I have related to vibrations that the system will be subjected in reality.
My questions: what is the appropriate acceleration for the dwell test? Should it be 3 times G (rms) from PSD? Is this approach right, in general?
Thank you very much for help