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Chapter 10 Vibration Measurement and Applications
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Chapter Outline 10.1 Introduction 10.2 Transducers
10.3 Vibration Pickups 10.4 Frequency-Measuring Instruments 10.5 Vibration Exciters 10.6 Signal Analysis 10.7 Dynamic Testing of Machines and Structure 10.8 Experimental Modal Analysis 10.9 Machine-Condition Monitoring and Diagnosis
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10.1 Introduction 10.1
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10.1 Introduction Why we need to measure vibrations:
To detect shifts in ωn which indicates possible failure To select operational speeds to avoid resonance Measured values may be different from theoretical values To design active vibration isolation systems To identify mass, stiffness and damping of a system To verify the approximated model
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10.1 Introduction Type of vibration measuring instrument used will depend on: Expected range of frequencies and amplitudes Size of machine/structure involved Conditions of operation of the machine/structure Type of data processing used
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10.2 Transducers 10.2
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10.2 Transducers A device that transforms values of physical variables into electrical signals Following slides show some common transducers for measuring vibration
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10.2 Transducers Variable Resistance Transducers
Mechanical motion changes electrical resistance, which cause a change in voltage or current Strain gage is a fine wire bonded to surface where strain is to be measured.
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10.2 Transducers Variable Resistance Transducers
Surface and wire both undergo same strain. Resulting change in wire resistance: where K = Gage factor of the wire R = Initial resistance ΔR = Change in resistance L = Initial length of wire ΔL = Change in length of wire v = Poisson’s ratio of the wire r = Resistivity of the wire Δr = Change in resistivity of the wire ≈ 0 for Advance
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10.2 Transducers Variable Resistance Transducers Strain:
The following figure shows a vibration pickup:
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10.2 Transducers Variable Resistance Transducers
ΔR can be measured using a Wheatstone bridge as shown:
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10.2 Transducers Variable Resistance Transducers
Initially, resistances are adjusted so that E=0 R1R3 = R2R4 When Ri change by ΔRi,
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10.2 Transducers Variable Resistance Transducers
If the leads are connected between pts a and b, R1=Rg, ΔR1,= ΔRg, ΔR2= ΔR3= ΔR4=0 where Rg is the initial resistance of the gauge. Hence E can be calibrated to read ε directly.
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10.2 Transducers Piezoelectric Transducers
Certain materials generate electrical charge when subjected to deformation or stress. Charge generated due to force: where k =piezoelectric constant A =area on which Fx acts px =pressure due to Fx.
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10.2 Transducers Piezoelectric Transducers E=vtpx
v = voltage sensitivity t = thickness of crystal A piezoelectric accelerometer is shown. Output voltage proportional to acceleration
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10.2 Transducers Example 10.1 Output Voltage of a Piezoelectric Transducer A quartz crystal having a thickness of 2.5mm is subjected to a pressure of 50psi. Find the output voltage if the voltage sensitivity is V-m/N.
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10.2 Transducers Example 10.1 Output Voltage of a Piezoelectric Transducer Solution E = vtpx =(0.055)( )(344738) = V
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10.2 Transducers Electrodynamic Transducers
Voltage E is generated when the coil moves in a magnetic field as shown. E = Dlv where D = magnetic flux density l = length of conductor v = velocity of conductor relative to magnetic field
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10.2 Transducers Linear Variable Differential Transformer Transducer
Output voltage depends on the axial displacement of the core. Insensitive to temp and high output.
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10.3 Vibration Pickups 10.3 20
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10.3 Vibration Pickups Most common pickups are seismic instruments as shown Bottom ends of spring and dashpot have same motion as the cage Vibration will excite the suspended mass Displacement of mass relative to cage: z = x – y
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10.3 Vibration Pickups Y(t) = Ysinωt Equation of motion of mass m:
Steady-state solution:
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10.3 Vibration Pickups
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10.3 Vibration Pickups Vibrometer
Measures displacement of a vibrating body Z/Y ≈ 1 when ω/ωn ≥ 3 (range II) In practice Z may not be equal to Y as r may not be large, to prevent the equipment from getting bulky
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10.3 Vibration Pickups Example 10.2 Amplitude by Vibrometer
A vibrometer having a natural frequency of 4 rad/s and ζ = 0.2 is attached to a structure that performs a harmonic motion. If the difference between the mximum and the minimum recorded values is 8 mm, find the amplitude of motion of the vibrating structure when its frequency is 40 rad/s.
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10.3 Vibration Pickups Example 10.2 Amplitude by Vibrometer Solution
Amplitude of recorded motion: Amplitude of vibration of structure: Y = Z/ = mm
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10.3 Vibration Pickups Vibrometer
Measures acceleration of a vibrating body.
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10.3 Vibration Pickups Vibrometer If 0.65< ζ < 0.7,
Accelerometers are preferred due their small size.
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10.3 Vibration Pickups Example 10.3 Design of an Accelerometer
An accelerometer has a suspended mass of 0.01 kg with a damped natural frequency of vibration of 150 Hz. When mounted on an engine undergoing an acceleration of 1 g at an operating speed of 6000 rpm, the acceleration is recorded as 9.5 m/s2 by the instrument. Find the damping constant and the spring stiffness of the accelerometer.
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10.3 Vibration Pickups Example 10.3 Design of an Accelerometer
Solution
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10.3 Vibration Pickups Example 10.3 Design of an Accelerometer
Solution Substitute (E.2) into (E.1): ζ4 – ζ = 0 Solution gives ζ2 = , Choosing ζ= arbitrarily,
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10.3 Vibration Pickups Example 10.3 Design of an Accelerometer
Solution Measures velocity of vibrating body: Velocity:
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10.3 Vibration Pickups Example 10.4 Design of a Velometer
Design a velometer if the maximum error is to be limited to 1% of the true velocity. The natural frequency of the velometer is to be 80Hz and the suspended mass is to be 0.05 kg.
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10.3 Vibration Pickups Example 10.4 Design of a Velometer Solution
We have Maximum
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10.3 Vibration Pickups Example 10.4 Design of a Velometer Solution
Substitute (E.2) into (E.1),
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10.3 Vibration Pickups Example 10.4 Design of a Velometer Solution
R = 1.01 or 0.99 for 1% error ζ4 – ζ = 0 and ζ4 – ζ =0 ζ2 = , or ζ = ,
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10.3 Vibration Pickups Example 10.4 Design of a Velometer Solution
Choosing ζ = arbitrarily,
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10.3 Vibration Pickups Phase Distortion
All vibrating-measuring instruments have phase lag. If the vibration consists of 2 or more harmonic components, the recorded graph will not give an accurate picture – phase distortion Consider vibration signal of the form as shown:
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10.3 Vibration Pickups Phase Distortion
Let phase shift = 90° for first harmonic Let phase shift = 180° for third harmonic Corresponding time lags: t1= 90°/ω, t2 = 180°/ω Output signal is as shown:
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10.3 Vibration Pickups Phase Distortion
In general, let the complex wave be y(t) = a1sinωt + a2sin2ωt + … Output of vibrometer becomes: z(t) = a1sin(ωt – Φ1) + a2sin(2ωt – Φ2) + … where
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10.3 Vibration Pickups Phase Distortion Φj ≈ π since ω/ωn is large.
z(t) ≈ – [a1sinωt + a2sin2ωt + …] ≈ -y(t) Thus the output record can be easily corrected. Similarly we can show that output of velometer is Accelerometer: Let the acceleration curve be Output of accelerometer:
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10.3 Vibration Pickups Phase Distortion
Since Φ varies almost linearly from 0° to 90° for ζ = 0.7, Φ ≈ αr = α(ω/ωn) = βω where α and β are constants. Time lag is independent of frequency. Thus output of accelerometer represents the true acceleration being measured.
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10.4 Frequency-Measuring Instruments
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10.4 Frequency-Measuring Instruments
Single-reed instrument or Fullarton Tachometer Clamped end pressed against vibrating body Adjust l until free end shows largest amplitude of vibration Read off frequency
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10.4 Frequency-Measuring Instruments
Multi-reed Instrument or Frahm Tachometer Clamped end pressed against vibrating body Frequency read directly off strip whose free end shows largest amplitude of vibration
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10.4 Frequency-Measuring Instruments
Stroboscope Produces light pulses A vibrating object viewed with it will appear stationary when frequency of pulse is equal to vibration frequency
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10.5 Vibration Exciters 10.5 47
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10.5 Vibration Exciters Used to determine dynamic characteristics of machines and structures and fatigue testing of materials Can be mechanical, electromagnetic, electrodynamic or hydraulic type
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10.5 Vibration Exciters Mechanical Exciters
Force can be applied as an inertia force Force can be applied as an elastic spring force for frequency <30 Hz and loads <700N
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10.5 Vibration Exciters Mechanical Exciters
The unbalance created by two masses rotating at the same speed in opposite directions can be used as a mechanical exciter.
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10.5 Vibration Exciters Electrodynamic Shaker
The electrodynamic shaker can be considered as the reverse of an electrodynamic transducer. 2 resonant frequencies are shown below.
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10.6 Signal Analysis 10.6 52
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10.6 Signal Analysis Acceleration-time history of a frame subjected to excessive vibration: Transformed to frequency domain:
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10.6 Signal Analysis Spectrum Analyzers
Separates energy of signal into various frequency bands Real-time analyzers useful for machine health monitoring 2 types of real-time analysis procedures: digital filtering method and Fast Fourier Transform method Basic component of spectrum analyzer: Bandpass filter
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10.6 Signal Analysis Bandpass Filter
Permits passage of frequencies over a band and rejects all other frequency components Response of a filter:
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10.6 Signal Analysis Bandpass Filter
fu and fl are upper and lower cutoff frequencies respectively fc is centre (tuned) frequency Ripples within band is minimum for a good bandpass filter 2 types of bandpass filters: constant percent bandwidth filters and constant bandwidth filters Constant percent: (fu – fl)/fc is a constant E.g. octave, one-half-octave filters Constant bandwidth: fu – fl is independent of fc
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10.6 Signal Analysis Constant Percent Bandwidth and Constant Bandwidth Analyzers Spectrum analyzer with a set of octave and 1/3-octave band filters can be use for signal analysis Lower cutoff freq of a filter = upper cutoff freq of previous filter. Filter characteristics as shown
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10.6 Signal Analysis Constant Percent Bandwidth and Constant Bandwidth Analyzers Constant bandwidth analyzer used to obtain more detailed analysis than constant percent bandwidth analyzer Wave or heterodyne analyzer is a constant bandwidth analyzer with a continuously varying centre frequency
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10.7 Dynamic Testing of Machines and Structures
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10.7 Dynamic Testing of Machines and Structures
Involves finding the deformation of machines/structures at a critical frequency Approaches: Operational Deflection Shape measurements Modal Testing
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10.7 Dynamic Testing of Machines and Structures
Using Operational Deflection Shape Measurements Forced dynamic deflection shape measured under steady-state frequency of system. Valid only for forces/frequency associated with operating conditions. If a particular location has excessive deflection, we can stiffen that location.
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10.7 Dynamic Testing of Machines and Structures
Modal Testing Any dynamic response of a machine/structure can be obtained as a combination of its modes. Knowledge of the mode shapes, modal frequencies and modal damping ratio will describe completely the machine dynamics.
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10.8 Experimental Modal Analysis
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10.8 Experimental Modal Analysis
When a system is excited, its response exhibits a sharp peak at resonance Phase of response changes by 180°as forcing frequency crosses the natural frequency Equipment needed: Exciter to apply known input force Transducer to convert physical motion into electrical signal Signal conditioning amplifier Analyzer with suitable software
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10.8 Experimental Modal Analysis
Necessary Equipment Exciter Can be an electromagnetic shaker or impact hammer Shaker is attached to the structure through a stringer, to control the direction of the force Impact hammer is a hammer with built-in force transducer in its head Portable, inexpensive and much faster to use than a shaker But often cannot impart sufficient energy and difficult to control direction of applied force
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10.8 Experimental Modal Analysis
Necessary Equipment Transducer Piezoelectric transducers most popular Strain gauges can also be used Signal conditioner Outgoing impedance of tranducers not suitable for direct input into analyzers. Charge or voltage amplifiers are used to match and amplify the signals before analysis
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10.8 Experimental Modal Analysis
Necessary Equipment Analyzer FFT analyzer commonly used Analyzed signals used to find natural frequencies, damping ratios and mode shapes
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10.8 Experimental Modal Analysis
Necessary Equipment General arrangement for experimental modal analysis:
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10.8 Experimental Modal Analysis
Digital Signal Processing x(t) represents analog signal, xi = x(ti) represents corresponding digital record.
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10.8 Experimental Modal Analysis
Digital Signal Processing We have N is fixed for a given analyzer and equations can be expressed as
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10.8 Experimental Modal Analysis
Analysis of Random Signals Input and output data usually contain random noise. If x(t) is random signal, its average is
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10.8 Experimental Modal Analysis
Analysis of Random Signals Define a new variable x(t) as Mean square value
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10.8 Experimental Modal Analysis
Analysis of Random Signals Autocorrelation function If x(t) is purely random, R(t) 0 as T ∞ If x(t) is periodic, R(t) will also be periodic.
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10.8 Experimental Modal Analysis
Analysis of Random Signals Power spectral density (PSD): Cross-correlation function: Cross-PSD:
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10.8 Experimental Modal Analysis
Analysis of Random Signals If f(τ+t) is replaced by x(τ+t), we get Rxx(t) which leads to Sxx(ω). Frequency response function H(iω) is related to PSD as
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10.8 Experimental Modal Analysis
Analysis of Random Signals Coherence function: β = 0 if x and f are pure noises. β = 1 if x and f are not contaminated at all. Typical coherence function:
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10.8 Experimental Modal Analysis
Determination of Modal Data from Observed Peaks Let the graph of H(iω) be as shown below. 4 peaks suggesting a 4-DOF system.
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10.8 Experimental Modal Analysis
Determination of Modal Data from Observed Peaks Partition into several frequency ranges. Each range is consider a 1-DOF system Damping ratio corresponding to peak j: When damping is small, ωj ≈ ωn
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10.8 Experimental Modal Analysis
Example 10.5 Determination of Damping Ratio from Bode Diagram The graphs showing the variations of the magnitude of the response and its phase angle with the frequency of a single DOF system provides the frequency response of the system. Instead of dealing with the magnitude curves directly, if the logarithms of the magnitude ratios (in decibels) are used, the resulting plots are called Bode diagrams. Find the natural frequency and damping ratio of a system whose Bode diagram is as shown.
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10.8 Experimental Modal Analysis
Example 10.5 Determination of Damping Ratio from Bode Diagram
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10.8 Experimental Modal Analysis
Example 10.5 Determination of Damping Ratio from Bode Diagram Solution ωn = 10Hz, ω1 = 9.6 Hz, ω2 = 10.5 Hz, Peak response = -35 dB Damping ratio:
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10.8 Experimental Modal Analysis
Determination of Modal Data from Nyquist Plot Real parts of frequency-response function of 1-DOF system plotted along horizontal axis Imaginary parts of frequency-response function of 1-DOF system plotted along vertical axis Frequency-response function:
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10.8 Experimental Modal Analysis
Determination of Modal Data from Nyquist Plot
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10.8 Experimental Modal Analysis
Determination of Modal Data from Nyquist Plot Properties of Nyquist Circle: u and v are large when r=1 1-r2 = (1+r)(1-r) ≈ 2(1-r) and 2ζr ≈ 2ζ
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10.8 Experimental Modal Analysis
Determination of Modal Data from Nyquist Plot Once H(iω) is measured, use least square approach to fit a circle. Intersection of circle with –ve Im axis corresponds to H(iωn) Bandwidth is the difference of the frequencies at the 2 horizontal diametral points Damping ratio:
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10.8 Experimental Modal Analysis
Measurement of Mode Shapes Undamped multi-DOF system: Free harmonic vibration: Orthogonal relations for mode shapes:
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10.8 Experimental Modal Analysis
Measurement of Mode Shapes When forcing functions are harmonic,
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10.8 Experimental Modal Analysis
Measurement of Mode Shapes Further normalized [Y] as
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10.8 Experimental Modal Analysis
Measurement of Mode Shapes Damped multi-DOF system: Assume proportional damping: Undamped mode shapes of the system will diagonalize the damping matrix:
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10.8 Experimental Modal Analysis
Measurement of Mode Shapes Frequency-response function when is harmonic: When mass-normalized mode shapes are used:
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10.8 Experimental Modal Analysis
Measurement of Mode Shapes Substituting ω=ωi into the equation, we get:
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10.9 Machine-Condition Monitoring and Diagnosis
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10.9 Machine-Condition Monitoring and Diagnosis
Machine operations will cause misalignments, cracks, unbalances etc in machine parts Vibration level will increase until machine failure occurs
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10.9 Machine-Condition Monitoring and Diagnosis
Vibration Severity Criteria Vibration severity charts can be used as a guide to determine machine condition. RMS value of vibratory velocity is compared against the criteria set by the standards. However the overall velocity signal used for comparison may not give sufficient warning of the imminent damage.
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10.9 Machine-Condition Monitoring and Diagnosis
Machine Maintenance Techniques Life of machine follows the bathtub curve:
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10.9 Machine-Condition Monitoring and Diagnosis
Machine Maintenance Techniques Breakdown maintenance: Allow the machine to fail and then replace it with a new machine. This strategy is used when machine is inexpensive and no other damage is caused by the breakdown.
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10.9 Machine-Condition Monitoring and Diagnosis
Machine Maintenance Techniques Preventive maintenance: Maintenance performed at fixed intervals. Intervals determined statistically from past experience. This method is uneconomical.
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10.9 Machine-Condition Monitoring and Diagnosis
Machine Maintenance Techniques Condition-based/Predictive maintenance: Replace fixed-interval overhaul with fixed-interval measurements. Can extrapolate measured vibration levels to predict when they will reach unacceptable values. Maintenance costs are greatly reduced.
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10.9 Machine-Condition Monitoring and Diagnosis
Machine Maintenance Techniques
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10.9 Machine-Condition Monitoring and Diagnosis
Machine Condition Monitoring Technique Following methods are used to monitor machine conditions: Aural and visual – a skilled technician will listen and see the vibrations produced by the machine Operational variables monitoring – performance is monitored wrt intended duty. Deviation denotes a malfunction.
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10.9 Machine-Condition Monitoring and Diagnosis
Machine Condition Monitoring Technique Temperature monitoring – rapid increase in temperature is an indication of malfunction. Wear debris found in lubricating oils can be used to assess extent of damage by observing concentration, size, shape and colour of the particles. Available vibration monitoring techniques.
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10.9 Machine-Condition Monitoring and Diagnosis
Vibration Monitoring Techniques Time domain analysis E.g. following is an acceleration waveform of a gearbox. Pinion is coupled to 2685 rpm motor. Period of waveform same as period of pinion. This implies a broken gear tooth on the pinion.
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10.9 Machine-Condition Monitoring and Diagnosis
Vibration Monitoring Techniques Statistical Methods Peak level, RMS level and crest factor may be used as indices to identify damage. Changes in Lissajous figures can be used to identify faults.
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10.9 Machine Condition Monitoring and Diagnosis
Vibration Monitoring Techniques Statistical Methods Waveform corresponding to good components will have bell-shaped probability density curve Any deviations can be due to component failure First 4 moments of the curve are called the mean, standard deviation, skewness and kurtosis. Kurtosis is defined as Increase in value of kurtosis can be due to machine component failure Waveform corresponding to good components will have bell-shaped probability density curve Any deviations can be due to component failure First 4 moments of the curve are called the mean, standard deviation, skewness and kurtosis. Kurtosis is defined as Increase in value of kurtosis can be due to machine component failure
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10.9 Machine-Condition Monitoring and Diagnosis
Vibration Monitoring Techniques Frequency Domain Analysis Vibration spectrum is unique to that particular machine. Its shape changes as faults starts developing. Nature and location of the fault can be detected by comparing the frequency spectrum of the damaged machine with that of the machine in good condition. Waveform corresponding to good components will have bell-shaped probability density curve Any deviations can be due to component failure First 4 moments of the curve are called the mean, standard deviation, skewness and kurtosis. Kurtosis is defined as Increase in value of kurtosis can be due to machine component failure
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10.9 Machine-Condition Monitoring and Diagnosis
Vibration Monitoring Techniques Frequency Domain Analysis Each rotating element generates identifiable frequency. Thus changes in the spectrum at a given freq can be attributed to the corresponding element. Waveform corresponding to good components will have bell-shaped probability density curve Any deviations can be due to component failure First 4 moments of the curve are called the mean, standard deviation, skewness and kurtosis. Kurtosis is defined as Increase in value of kurtosis can be due to machine component failure
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10.9 Machine-Condition Monitoring and Diagnosis
Vibration Monitoring Techniques Quefrency Domain Analysis Quefrency is the x-axis for cepstrum. Cepstrum c(τ) is the inverse fourier transform of the log of the power spectrum SX(ω). Cepstrum can detect any periodicity in the spectrum caused by component failure. Waveform corresponding to good components will have bell-shaped probability density curve Any deviations can be due to component failure First 4 moments of the curve are called the mean, standard deviation, skewness and kurtosis. Kurtosis is defined as Increase in value of kurtosis can be due to machine component failure
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10.9 Machine-Condition Monitoring and Diagnosis
Vibration Monitoring Techniques Quefrency Domain Analysis 2nd gear was at fault although 1st gear was engaged. Waveform corresponding to good components will have bell-shaped probability density curve Any deviations can be due to component failure First 4 moments of the curve are called the mean, standard deviation, skewness and kurtosis. Kurtosis is defined as Increase in value of kurtosis can be due to machine component failure
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10.9 Machine-Condition Monitoring and Diagnosis
Instrumentation Systems Quefrency Domain Analysis 3 types – basic system, portable system, computer-based system. Basic system consists of vibration meter, stroboscope and headset. Portable system consists of portable FFT vibration analyzer based on battery power. Computer-based system consists of FFT vibration analyzer coupled with computer for maintaining centralized database and provide diagnostic capabilities. Waveform corresponding to good components will have bell-shaped probability density curve Any deviations can be due to component failure First 4 moments of the curve are called the mean, standard deviation, skewness and kurtosis. Kurtosis is defined as Increase in value of kurtosis can be due to machine component failure
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10.9 Machine-Condition Monitoring and Diagnosis
Instrumentation Systems Piezoelectric accelerometers are commonly used. Can choose between acceleration, velocity and displacement to monitor. Velocity is commonly used as the parameter for monitoring the machine conditions because the velocity spectrum is the flattest. Any change in the amplitude can be observed easily in a flatter spectrum. Waveform corresponding to good components will have bell-shaped probability density curve Any deviations can be due to component failure First 4 moments of the curve are called the mean, standard deviation, skewness and kurtosis. Kurtosis is defined as Increase in value of kurtosis can be due to machine component failure
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