ACCURATE VIBRATION & SPEED MEASUREMENT

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Presentation transcript:

ACCURATE VIBRATION & SPEED MEASUREMENT ON ROTATING SHAFT USING MEMS & Iot Single wireless triaxle Sensor James Hofmeister, Douglas Goodman, and Robert Wagoner 2016 Machine Failure Prevention Technology March 23-26, 2016 Dayton, OH

Agenda Introduction: RotoSense MEMS basics and block diagram Shaft Mounted, Helicopter Pinion Gear (OH-58C): Test setup, diagram, results Wheel-Mounted MEMS Sensor, RR-track Monitoring Adapted Shaft-mounted Experiment Description, National TT center Heavy Tonnage Test Track: Layout & Features MEMS Configuration and Test Setup Data Analysis Detected Features Conclusion

Introduction Industrial equipment, robotics, & gear boxes having rotating shafts – need for monitoring for Condition-based Maintenance (CBM) Typical solution: accelerometers, mounted on housing, vibration-based Limitations: cabling, slip-rings, multiplicity of sensors Shaft-mounted, wireless, solution using micro-electro-mechanical system (MEMS)

Introduction: Block Diagram – RotoSense MEMS

Shaft-mounted: OH58C Helicopter Transmission, Pinion Gear Spiral-bevel pinion gear Pre-notched Extended notch @ t=51.9 hr Widened @ t=106 hours 4-stationary accelerometers and MEMS detected failure.

Shaft-mounted: Pinion Gear Test Results A method of constructing a pseudo tach signal from periodic characteristic was developed to derive time-synchronous-average (TSA) signals. Proved to be effective means to improve fault detection. ----- NASA-funded 2015 project: TPOC, Dr. D.G. Lewicki

Wheel-mounted MEMS Sensor: Railroad Track Monitor to locate & identify anomalies Validate ability to provide a Track Anomaly Detection capability (Despite damage to antenna and loss of GPS data)

Experiment Description: Test Track in Colorado Test train Three locomotives 110 freight cars ~ 6,700 feet in length Heavy Tonnage Loop Test Track (HTL TT) 2.7 miles long “features” to test track-component reliability

Test Track: Features Turn out and frog Turn out and frog Steel bridge Concrete bridges Concrete bridges & crib ties

MEMS Configuration & Test Setup MEMS: Three axis, 57mV/g Train: auto-controlled 15 laps/hour: 40.5 miles/hour, 4-minutes/lap 38,640 samples per lap Four test runs: May 11 – May 14 of 2015 Analyzed data collected May 14 (2000 to 0632) 10 hours, 32 minutes (932 minutes); ; 132 laps @ speed Sampling rate: 161 Hz Over 4 million sets of 6-bytes of data

Summary: 05/14/2015 Test Run

Data Analysis First step: synchronize data to movement of the train Transform x-, y-, and z-direction data to vectors: XY (vertical plane) and Z vectors (horizontal plane) Noise mitigation Group and bin data into 240 sections representing the track

Data Analysis: XY and Z Vectors Vector data prior to noise mitigation and binning Start data file # 1501 (sample number 237,121) 161 samples/s; 240 s/lap; 38,640 samples/lap Process 99 laps (3,825,360 6-byte samples) Selected start point is section 1

Data Analysis: Patterns

Data Analysis: Correlation of Results to Features All seven of the track features evaluated as “detectable” were detected One of the two concrete features detected as “maybe” was detected (concrete bridge followed by crib ties – slide 9) None of the features evaluated as “not detectable” were detected

Data Analysis: Track Description & Feature Detection

Conclusion Two applications of tri-axle MEMS sensor Helicopter gear box Detected gear-tooth fault of a spiral-bevel pinion gear Did so better than four stationary, housing-mounted accelerometers Condition monitoring of a railroad track Sensors did not fail electronically or physically (TT Center personnel informed us that all other such tests failed one or both) All seven features “evaluated as detectable” were correctly detected One of the two features “evaluated as maybe” was detected All of the features “evaluated as not detectable” were correctly not detected Despite not having GPS data to synchronize data to the track locations

THANK YOU!!