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Optical Calibration Process Developed for Neural-Network-Based Optical Nondestructive Evaluation Method

A completely optical calibration process has been developed at Glenn for calibrating a neural-network-based nondestructive evaluation (NDE) method. The NDE method itself detects very small changes in the characteristic patterns or vibration mode shapes of vibrating structures as discussed in many references (refs. 1 and 2). The mode shapes or characteristic patterns are recorded using television or electronic holography and change when a structure experiences, for example, cracking, debonds, or variations in fastener properties. An artificial neural network can be trained to be very sensitive to changes in the mode shapes, but quantifying or calibrating that sensitivity in a consistent, meaningful, and deliverable manner has been challenging. The standard calibration approach has been difficult to implement, where the response to damage of the trained neural network is compared with the responses of vibration-measurement sensors. In particular, the vibration-measurement sensors are intrusive, insufficiently sensitive, and not numerous enough. In response to these difficulties, a completely optical alternative to the standard calibration approach was proposed and tested successfully. Specifically, the vibration mode to be monitored for structural damage was intentionally contaminated with known amounts of another mode, and the response of the trained neural network was measured as a function of the peak-to-peak amplitude of the contaminating mode. The neural-network calibration technique essentially uses the vibration mode shapes of the undamaged structure as standards against which the changed mode shapes are compared. The published response of the network can be made nearly independent of the contaminating mode, if enough vibration modes are used to train the net. The sensitivity of the neural network can be adjusted for the environment in which the test is to be conducted.

graph showing degradable classification index
Response of a measured-data-trained neural network versus the peak-to-peak amplitude of a contamination mode.

The preceding graph shows the response of a neural network trained with measured vibration patterns for use on a vibration isolation table in the presence of various sources of laboratory noise. The output of the neural network is called the degradable classification index. The curve was generated by a simultaneous comparison of means, and it shows a peak-to-peak sensitivity of about 100 nm. The following graph uses model-generated data from a compressor blade to show that much higher sensitivities are possible when the environment can be controlled better. The peak-to-peak sensitivity here is about 20 nm. The training procedure was modified for the second graph, and the data were subjected to an intensity-dependent transformation called folding. All the measurements for this approach to calibration were optical. The peak-to-peak amplitudes of the vibration modes were measured using heterodyne interferometry, and the modes themselves were recorded using television (electronic) holography.

graph showing degradable classification index
Response of a calculated-data-trained neural network versus the peak-to-peak amplitude of a contamination mode showing a potential sensitivity limit.

References

  1. Decker, A.J.: Sensitivity and Calibration of Non-Destructive Evaluation Method That Uses Neural-Net Processing of Characteristic Fringe Patterns. SPIE 5191, Proceedings of the Optical Diagnostics for Fluids, Solids, and Combustion II Conference, 2003.
  2. Decker, Arthur J.: Damage Detection Using Holography and Interferometry. Optical Metrology for Fluids, Combustion and Solids, ch. 14, Carolyn R. Mercer, ed., Kluwer Academic Publishers, Boston, MA, 2003.

Glenn contact: Dr. Arthur J. Decker, 216-433-3639, Arthur.J.Decker@nasa.gov
Author: Dr. Arthur J. Decker
Headquarters program office: OSMA (Safety in Operation of Ground Test Facilities)
Programs/Projects: PR&T, UEET, operation of any facility where the nonintrusive detection of structural changes or damage is of value


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Last updated: January 20, 2005


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