From Mechanical Maintenance to Vibration Analysis - Part 8
In Part 7 - Gearbox Faults, we saw that gear-mesh vibration can be amplified when a forcing frequency approaches a structural natural frequency. This is resonance: a condition that can make a modest forcing force produce severe vibration.
Resonance is easily misdiagnosed. A large 1X peak may be blamed on extreme unbalance, a blade-pass peak on a fan defect, or gear-mesh vibration on damaged teeth. The forcing frequency is real, but the structure may be multiplying its response.
A natural frequency belongs to the structure. Resonance occurs only when a forcing frequency excites that natural frequency.
Natural frequency and resonance are not the same
Every shaft, bearing housing, baseplate, foundation, pipe and support has natural frequencies. They are properties of the system's mass, stiffness and damping. A structure can have many natural frequencies, each associated with a particular pattern of movement called a mode shape.
A natural frequency may remain quiet for years. Resonance begins when a periodic force approaches it closely enough to excite the mode. Common forcing frequencies include:
- Shaft running speed and its harmonics.
- Fan blade-pass and pump vane-pass frequencies.
- Gear-mesh frequency and its harmonics.
- Reciprocating forces, electrical frequencies and flow pulsation.
- Impacts, looseness and forces transmitted from nearby equipment.
The response does not need an exact frequency match. The width of the resonant region depends strongly on damping. A lightly damped structure has a narrow, sharp response with high amplification. Greater damping normally lowers the peak and spreads the response over a wider frequency band.
Mass, stiffness and damping control the response
For a simple mass-spring system, natural frequency increases with stiffness and decreases with mass. The practical relationships are:
- More mass: generally lowers natural frequency.
- Less mass: generally raises natural frequency.
- More stiffness: generally raises natural frequency.
- Less stiffness: generally lowers natural frequency.
- More damping: generally reduces resonant amplification.
These relationships guide corrections, but real machines have multiple coupled modes. A brace, support or added mass can solve one resonance and move another mode into a forcing-frequency range. Structural changes therefore require engineering review and post-modification testing.
Clues that should make you suspect resonance
| Observation | Why resonance is possible | Next test |
|---|---|---|
| One unusually large spectral peak | A normal forcing frequency may be amplified | Identify the forcing frequency, then perform a resonance test |
| High vibration in one direction but much lower in another | Structural stiffness and mode shape are directional | Map amplitude and phase across the structure |
| Amplitude rises sharply only in a narrow speed range | A speed-related order may be crossing a natural frequency | Run-up or coast-down with a tachometer |
| A broad hump or raised noise floor surrounds peaks | Several components may be amplified within a resonant band | Bump test or frequency-response measurement |
| Repeated cracked welds, pipes or supports without another clear cause | Amplified cyclic stress may be driving fatigue | Inspect, map motion and test the suspected structure |
These observations justify a test; they do not prove resonance. Unbalance, looseness, misalignment, soft foot, hydraulic excitation and poor measurement technique can produce similar clues.
Amplitude and phase through resonance
As a speed-related forcing frequency approaches a natural frequency, amplitude rises. At the resonant region it reaches a maximum, then falls as the forcing frequency moves above the mode.
Phase provides the stronger confirmation. In a simple single-mode response, phase changes progressively by approximately 180 degrees while passing through resonance, with approximately 90 degrees of lag near the natural frequency. Actual plant data can be distorted by other modes, measurement location, phase wrapping, speed changes and poor tachometer signals, so interpret the complete amplitude-and-phase trend rather than one phase reading.
A Bode plot displays amplitude and phase against speed or frequency. A resonant peak combined with the expected phase transition is much stronger evidence than amplitude alone.
Test 1: the bump or impact test
A bump test introduces a short impact into a stationary structure and measures the frequencies at which it rings. The impact contains energy over a range of frequencies; the structure responds most strongly near its natural frequencies.
Safety comes first. Perform the test only under an approved site procedure. Isolate equipment where required, confirm that stored energy and process hazards are controlled, and never strike rotating, hot, pressurized, fragile or safety-critical components. Select a safe impact point and a suitable hammer or soft mallet that will not damage the surface.
Practical collection sequence
- Define the forcing frequency and the suspected direction of movement.
- Mount an accelerometer firmly on the structure in that direction.
- Select an Fmax high enough to include the suspected mode and use a rectangular/uniform window where the instrument procedure requires it.
- Use peak-hold averaging or a triggered impact setup. Low line resolution can help capture a short event quickly; refine the test later if nearby modes must be separated.
- Make practice impacts to set the gain without clipping, then collect several consistent single impacts.
- Repeat in other directions and at other positions. Avoid judging the structure from a nodal point, where the mode may show little movement.
- Compare the response peaks with actual forcing frequencies and with historical tests.
The Mobius Category II manual offers example starting settings such as peak-hold averaging, about 400 lines or fewer, multiple averages and pre-triggering where available. These are instrument-dependent setup guides, not universal requirements. A calibrated impact hammer and frequency-response function provide better control because both input force and structural response are measured.
Test 2: run-up and coast-down analysis
During a controlled run-up or coast-down, shaft speed changes and the machine's orders sweep through a range of frequencies. If an order crosses a natural frequency, the response increases and then decreases. A waterfall plot shows the moving order as a diagonal ridge and the resonant region as a high-amplitude zone near a fixed frequency.
Use a reliable tachometer and collect spectra quickly enough to capture the transition. Order tracking can extract 1X or another order while speed changes and display amplitude and phase on a Bode or polar plot. This is especially useful when the machine starts or stops slowly enough for the mode to respond.
Run-up and coast-down tests must follow the machine manufacturer's limits and site operating procedure. Do not hold a machine near a suspected critical speed merely to improve the plot. Some flexible-rotor machines are designed to pass through critical speeds rapidly.
ODS and modal analysis answer different questions
An operating deflection shape (ODS) uses amplitude and phase measured while the machine operates to animate its motion at a selected frequency. It shows how the machine is moving under the present forces. It does not automatically identify every natural mode.
Modal analysis uses a measured input from an instrumented hammer or shaker and measures the structural response, normally with the machine stopped. It identifies natural frequencies, damping and mode shapes more directly. For complex structures or high-consequence modifications, specialist modal testing or finite-element analysis may be required.
Worked diagnosis: fan vibration near running speed
A belt-driven fan operates at 1,490 rpm, or 24.8 Hz. The fan outboard bearing measures 9.2 mm/s horizontally but only 1.8 mm/s vertically. The spectrum is dominated by 1X. Balancing reduces the calculated unbalance force but the vibration remains high.
The analyst records these findings:
- A stationary bump test shows a strong horizontal response at 25.4 Hz.
- A controlled coast-down shows the 1X amplitude rising sharply near 25 Hz and falling below it.
- The 1X phase changes progressively through the high-amplitude region.
- Movement mapping shows the fan base swaying horizontally, with the largest response near the unsupported side.
Conclusion: fan 1X is exciting a horizontal structural natural frequency. Residual unbalance supplies the forcing force, but structural flexibility supplies the amplification.
Action: an engineering review identifies a suitable brace and verifies loads, clearances and foundation condition. After installation, the natural frequency moves away from 1X. The bump test, coast-down and steady-state measurements are repeated under comparable conditions to confirm lower vibration and ensure that no new forcing frequency has been approached.
Correcting resonance without creating another problem
There are four broad strategies:
- Change the forcing frequency. Adjust operating speed or process pulsation where the machine and process design allow it.
- Move the natural frequency. Change stiffness or mass through an engineered structural modification.
- Reduce transmission. Use correctly designed isolation where appropriate.
- Add damping. Dissipate energy and reduce amplification.
A separation of roughly 15 to 20 percent between a forcing frequency and a natural frequency is commonly used as a screening guide in the reviewed training materials. It is not a universal acceptance limit. Follow the equipment manufacturer's criteria, applicable standards and qualified engineering analysis.
Do not add a brace, mass or isolator simply because it appears convenient. Confirm the mode shape, check structural loads and piping strain, preserve alignment, and test across all operating speeds and important harmonics after the change.
How System 1 and other software help
Condition-monitoring platforms can correlate vibration with speed and load, store run-up and coast-down data, display waterfall and Bode plots, track orders, compare phase, and trend narrow frequency bands. Modal and ODS packages can animate structural movement and calculate frequency-response functions.
Software organizes evidence; it does not make an exact diagnosis automatically. The analyst must verify the tachometer, sensor direction, mounting, operating condition, test repeatability and physical meaning of every peak and phase change.
An eight-step resonance diagnosis workflow
- Identify the forcing frequency. Calculate 1X, harmonics, blade/vane pass, gear mesh, electrical and process frequencies.
- Confirm the symptom. Compare directions, locations, operating states and historical trends.
- Check measurement quality. Verify sensor mounting, Fmax, resolution, phase reference and tachometer signal.
- Form competing hypotheses. Include unbalance, looseness, misalignment, soft foot, hydraulic forces and transmitted vibration.
- Select a safe test. Use a bump test, speed variation, run-up/coast-down, ODS or modal analysis according to risk and machine availability.
- Combine amplitude and phase. Look for an amplitude maximum and a progressive phase transition through the suspected mode.
- Design the correction. Change force, stiffness, mass, isolation or damping only after engineering review.
- Close the loop. Repeat the special test and normal route measurements across the operating range.
Final takeaway
- Natural frequencies exist in every machine and structure.
- Resonance is the amplified response created when a forcing frequency excites a natural frequency.
- A large spectral peak alone does not prove a severe mechanical fault.
- Directionality, speed sensitivity, bump tests, waterfall plots and phase changes build stronger evidence.
- Structural modifications must be engineered and verified across the complete operating range.
Coming in Part 9
Part 9: Fans and Pumps - Blade Pass, Vane Pass, Cavitation and Flow-Related Vibration. We will connect spectra and waveforms with operating point, pressure, flow, recirculation and mechanical condition.
Discussion question: Have you encountered a machine that was repeatedly balanced or aligned before resonance was identified as the real amplifier?
References and further learning
- Mobius Institute, Vibration Analysis Category II Course Manual, Chapter 17: Natural Frequencies and Resonance.
- Emerson Process Management, Basic Vibration Analysis - Course 2031, Chapter 10: Resonance.
Educational note: The diagnostic patterns and setup examples are learning guidance, not universal alarm limits, test procedures or structural-acceptance criteria. Apply approved site safety procedures, manufacturer requirements and qualified engineering judgement.
