suviuuno
Structural
- Jun 9, 2005
- 30
Hi,
We are going to measure accelerations from piece of machinery. Goal really is displacement by double integration.
Before attempting this, I have done some preliminary work with simple cantilever beam. In short, I glued a strain gage to fixed end and mounted single axis accelerometer to the free end. I set up beam into decaying vibratory motion.
I calibrated system such that I know displacement at the end given strain (beam theory holds...checked.) We stay linear the whole time.
First few amplitudes are about 2 gs at 10Hz. I cannot get free end velocity integrated from acceleration signal to match even close. Not to even mention displacement.
I am not filtering acceleration signal because it is well-defined.
Does anyone see what is being done wrong here? Does decaying signal introduce a problem here, maybe?
We are going to measure accelerations from piece of machinery. Goal really is displacement by double integration.
Before attempting this, I have done some preliminary work with simple cantilever beam. In short, I glued a strain gage to fixed end and mounted single axis accelerometer to the free end. I set up beam into decaying vibratory motion.
I calibrated system such that I know displacement at the end given strain (beam theory holds...checked.) We stay linear the whole time.
First few amplitudes are about 2 gs at 10Hz. I cannot get free end velocity integrated from acceleration signal to match even close. Not to even mention displacement.
I am not filtering acceleration signal because it is well-defined.
Does anyone see what is being done wrong here? Does decaying signal introduce a problem here, maybe?