EQUIPMENT SERIES
T8-3X Dynamic Signal Analyzer
Acquire and analyze vibration, shock, sound pressure, dynamic force, pressure and voltage signals for measurement, structural response and modal-test workflows.
T8-3X
APPLICATION NOTE · T8-DSA-403
Field sensors are usually accelerometers, but rotating machines are assessed by velocity and proximity probes read displacement. All three quantities describe the same vibration. This module replaces signal conditioners, several instruments and manual conversion with one screen: an acceleration, velocity or displacement signal in any supported unit is normalized, integrated or differentiated, and the time waveforms and spectra of all three quantities are shown together in real time, for up to eight channels, with automatic suppression of low-frequency integration drift.
A classic problem in vibration measurement is that the sensor output is often not the quantity that has to be assessed. Accelerometers are the easiest to mount and have the widest frequency response, but machine vibration severity is assessed by velocity, and clearance or deformation by displacement. The module separates the choice of sensor from the quantity viewed: any input gives all three.
Integration in the time domain accumulates DC drift, and after a few seconds the displacement curve leaves the screen. Integration in the frequency domain has to handle the low-frequency band where the signal-to-noise ratio is poor: a cut-off set too high removes real low-frequency content, and one set too low lets drift contaminate the whole band. Differentiating velocity or displacement to acceleration amplifies high-frequency noise. The module builds in unit normalization, integration and differentiation, low-frequency suppression and peak spectrum calculation, and runs time- and frequency-domain chains in parallel so they cross-check each other during measurement.
| Function | Description |
|---|---|
| Six views | Left: acceleration, velocity and displacement waveforms (time in ms). Right: the corresponding spectra (frequency in Hz, peak values) |
| Automatic unit recognition | Classified from the channel's engineering unit — acceleration: g, m/s², mm/s², in/s²; velocity: m/s, mm/s, µm/s, in/s; displacement: m, mm, µm, nm, in, ft |
| Standard internal units | Calculations use g, m/s and mm internally; display units are selected separately |
| Integration and differentiation | Acceleration → velocity → displacement by frequency-domain integration; displacement → velocity → acceleration by time-domain differentiation |
| High-pass drift suppression | A switchable high-pass filter in the integration chain, with manual cut-off or 0 for automatic |
| Automatic cut-off | The lower integration limit is set where the spectrum falls to 2 % of its maximum |
| Eight-channel overlay | Channels shown by name and engineering unit, overlaid for comparison |
| Integration interval | Start and end (ms) can be set to exclude unused parts of the record |
| DC removal | Removes the DC component before integration to suppress zero drift |
| Enlarge and stay on top | Double-click a plot to fill the screen; keep the window in front |
A left panel contains channel selection (eight check boxes with channel name and unit), independent display units for the three quantities, the high-pass filter switch and cut-off (0 = automatic, with the applied value displayed), statistics, refresh and stay-on-top. The plot area shows the time domain on the left and the frequency domain on the right: acceleration, velocity and displacement from top to bottom, so the share of each frequency component in the three quantities can be compared at a glance.
Wherever the sensor quantity differs from the assessed quantity — which is the usual case — the module applies.
| Application | Typical use | Main view |
|---|---|---|
| Machine vibration severity | Integrate accelerometer data to velocity and assess machine housings and bearing housings on the ISO 10816 basis | Velocity waveform and spectrum |
| Completing proximity probe data | Differentiate eddy-current displacement to velocity and acceleration and compare with accelerometer data | Overlay of the three waveforms |
| Locating fault frequencies | Compare the three spectra: displacement emphasizes low frequencies (offset, looseness), velocity mid frequencies (unbalance), acceleration high frequencies (bearings, gears) | The three spectra |
| International projects | Switch display units between metric (mm, mm/s) and imperial (mil, in/s) to match the customer's basis | Unit selection |
| Low-frequency structural vibration | Automatic cut-off prevents integration drift from masking the real signal on bridges, buildings and ships | Velocity and displacement curves |
| Training | Show one signal as three quantities to explain why industries assess different quantities | Six views |
Each quantity has its role, and established assessment practice follows clear physics. This table explains, for example, why acceleration can be normal while displacement exceeds its limit.
| Quantity or view | Emphasizes | Typical use |
|---|---|---|
| Acceleration A | High-frequency content (weighted most strongly with frequency) | Bearing damage, gear mesh and impact diagnosis; easiest to mount, widest frequency response |
| Velocity V | Mid-frequency content (main energy between 10 and 1000 Hz) | Common basis for assessing rotating machine vibration severity (ISO 10816 / GB 6075) |
| Displacement D | Low-frequency content (weighted inversely with frequency) | Clearance and deformation, low-frequency offset, direct eddy-current probe measurement |
| Time waveform | Impacts, clipping, beating and periodicity | Fault type and the time it occurs |
| Peak spectrum | Frequency components and their peak amplitudes | Matching against characteristic frequencies such as running speed, harmonics and bearing frequencies |
The module has three layers — unit normalization, integration and differentiation, and low-frequency drift suppression — with parallel time- and frequency-domain outputs.
The source describes internal units of g, m/s and mm, with separate input and display units. As a dimensional conversion, nanometres convert to millimetres by dividing by 1,000,000; feet convert to millimetres by multiplying by 304.8. The source nanometre example is incorrect, and the corresponding software implementation requires confirmation.
For a harmonic component at nonzero angular frequency ω = 2πf, the magnitudes obey |V| = |A| / ω and |D| = |V| / ω. Waveform reconstruction must retain complex phase: V = A / (jω) and D = V / (jω) under the usual Fourier convention, followed by the inverse transform. DC and unreliable low-frequency content require separate handling. These are mathematical relationships; the software implementation has not been independently validated here.
A high-pass filter precedes the integration chain, so components below the cut-off are not integrated. The cut-off is set manually, or with 0 the instrument sets it automatically at the frequency where the spectrum falls to 2 % of its maximum — below that there is no useful signal and integration only amplifies noise. The lower limit is not below the frequency resolution, and the upper limit is Fs/2.56. The applied cut-off is displayed, so the automatic result can be checked.
Velocity and displacement inputs use the reverse chain: point-by-point differences at the sampling interval give the rate of change, with zero-displacement boundaries at the ends of the record. The system anti-alias filtering keeps amplified high-frequency noise out of band. All three quantities can therefore be obtained from any one input.
The three spectra are windowed FFT magnitudes restored to physical peak units (g peak, mm/s peak, mm peak) with the window correction factor, using the same window scaling as the main spectrum so values can be compared directly. The DC component can be removed before integration to keep zero drift out of the chain.
| Standard | Title | Relevance |
|---|---|---|
| ISO 10816 / GB/T 6075 | Mechanical vibration: evaluation of machine vibration by measurements on non-rotating parts | Velocity severity basis; evaluation basis for the velocity view |
| ISO 20816 | Mechanical vibration: measurement and evaluation of machine vibration | The newer evaluation series that replaces ISO 10816 |
| ISO 2041 / GB/T 2298 | Mechanical vibration, shock and condition monitoring: vocabulary | Definitions and units of acceleration, velocity and displacement |
| GB/T 13823 | Vibration and shock measurement: description and evaluation methods | Units and amplitude expressions (peak and RMS) |
| Capability | Benefit |
|---|---|
| One sensor, three quantities | No separate sensors and instruments are needed for acceleration, velocity and displacement |
| Automatic unit recognition | Sensors with imperial (g, in/s, mil) and metric units can be mixed without manual conversion |
| Integration and differentiation in both directions | Accelerometer and proximity probe data compared and cross-checked on one screen |
| Automatic cut-off with display of the applied value | No trial-and-error filter tuning; the automatic result can be checked |
| 2 % spectral amplitude criterion | The automatic lower limit follows the real signal bandwidth and keeps real low-frequency content |
| Fs/2.56 upper limit | The integration band follows the usual anti-alias margin, so results compare with other instruments |
| Eight-channel overlay | Several measurement points compared on one screen |
| Metric and imperial units | Reports in the customer's preferred units |
| Six views and double-click enlargement | One interface for training, field diagnosis and report screenshots |
| Settings memory | Integration interval and filter settings are saved for the next session |
| Step | Action | Note |
|---|---|---|
| 1 | Select channels | Only enabled acquisition channels can be selected; the trigger channel is selected by default; several can be overlaid |
| 2 | Check the channel engineering unit | The unit shown must match the actual sensor for the conversion to be correct |
| 3 | Select display units | Independent units for the three quantities, metric or imperial |
| 4 | Set the high-pass filter | Recommended for integration; enter 0 for automatic (the applied value is displayed) |
| 5 | Optional: set the integration interval | Start and end in ms to exclude unused parts; DC removal further suppresses drift |
| 6 | Refresh or observe live | The six views update with each acquired frame |
| 7 | Read the plots | Left: waveform shape (impact, beating, clipping). Right: spectral peaks and their frequencies |
| 8 | Enlarge or keep on top | Double-click a plot to fill the screen |
| Observation | View | Typical conclusion |
|---|---|---|
| Clean acceleration spectrum but drifting displacement waveform | Displacement waveform and applied cut-off | Low-frequency drift not fully removed; raise the cut-off or use automatic |
| Strong 1× running-speed peak in the velocity spectrum | Velocity spectrum | Unbalance-type fault; assess on the velocity severity basis |
| Dense high-frequency content in the acceleration spectrum | Acceleration spectrum and waveform | High-frequency bearing or gear problem; continue with specific diagnosis |
| Large displacement with small velocity | Comparison of the three spectra | Low-frequency content dominates (offset, looseness); displacement describes the problem better |
Measured data with sine excitation: channel 1 accelerometer, a steady periodic waveform at about 76 Hz.
| Step | Reading | Interpretation |
|---|---|---|
| 1 Waveform quality | The acceleration waveform is a steady sine of about ±1 g; velocity and displacement are sines at the same frequency | Steady vibration dominated by one frequency, without impacts, clipping or beating |
| 2 Cross-check amplitudes | Peaks of A, V and D occur at the same frequency and their ratios follow the integration relationship (V = 2πf·D, A = 2πf·V) | The integration chain is correct and free of low-frequency drift — the key step in showing that the data is reliable |
| 3 Dominant frequency | All three spectra peak at the same frequency | A single dominant frequency; match it to running speed or structural frequencies to find the source |
| 4 Conclusion on the right basis | The velocity peak corresponds to a severity level | Assess on the ISO 10816 velocity basis; use displacement if clearance is assessed |
These four steps turn reading plots into evidence: the waveform shows the signal is clean, the cross-check shows the conversion is correct, the peak shows the source can be traced and the evaluation basis supports the conclusion.
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