- Entry date 16.03.2026 Condition Monitoring – Special Offer for Wind Turbines GfM’s Peakanalyzer condition monitoring system has proven itself over many years in the monitoring...
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Entry date 10.12.2025
Monitoring service for third-party systems using continuous online spectral analysis
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Entry date 24.07.2025
Condition monitoring at HUSUM WIND 2025
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Entry date 16.07.2025
Condition monitoring saves system operators a lot of money
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Entry date 27.01.2025
Drum coupling monitoring - Automatic condition monitoring on cranes
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Hannover fair
20.04.2026 - 24.04.2026
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Dresden Machine Elements Colloquium 2026
06.05.2026
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WindEnergy Hamburg 2026
22.09.2026 - 25.09.2026
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Maintenance München
08.10.2026
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34th Wind Energy Days in Linstow
10.11.2026 - 12.11.2026
Analysis of the foundation movement on wind turbines
Visualization of the foundation movement at two opposite pointsFoundations of wind turbines are exposed to considerable loads that they cannot always withstand over the long term. In recent years there have occasionally been cases that required more or less extensive foundation renovation. At the beginning, however, there is always the determination of the actual situation. Direct investigation methods are associated with considerable effort. It is much easier to use an indirect method, namely the analysis of the movement between the foundation component and the foundation.
Concrete and the foundation component are normally in form-locking relationship. The easiest way to check whether this is actually the case is to measure the maximum possible movement between the two at an accessible point. Displacement sensors are used here.
The measurement data can be digitized using mobile measurement technology or an online system. With GfM's mobile system, the PeakStore5, the data can be recorded in multiple channels. GfM's online condition monitoring system, the Peakanalyzer, is ideal for permanent monitoring.
Starting and shutting down a wind turbine can be used to provoke movement between the foundation and the built-in part. Experience has shown that sufficiently high and therefore representative loads occur, which generate corresponding movements between the foundation and the foundation component. However, using the normal operation of the system is much more tolerable for all system components. This works if a correspondingly long measurement period is provided, for example with a permanently installed system.
To evaluate the measurement data, the distance between the measurement point and the load application point of the foundation component in the foundation is relevant. The elastic elongation of the steel must be regarded as non-critical. Movements beyond this count as a possible damage indicator. You can find recommendations from experts.
In addition, the asymmetry of the movement on the opposite sides can be interpreted as an indication of damage. The picture shows an example.
GfM offers the analysis of the foundation movement as a complete service. Alternatively, GfM supplies the systems for these measurements.
Archive - 2026
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Modified date 2026/03/16
Condition Monitoring – Special Offer for Wind Turbines
Archive - 2025
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Modified date 2025/12/10
Monitoring service for third-party systems using continuous online spectral analysis
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Modified date 2025/07/24
Condition monitoring at HUSUM WIND 2025
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Modified date 2025/07/16
Condition monitoring saves system operators a lot of money
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Modified date 2025/01/27
Drum coupling monitoring - Automatic condition monitoring on cranes
Archive - 2024
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Modified date 2024/10/18
Condition Monitoring and Artificial Intelligence
Archive - 2023
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Modified date 2023/12/15
Condition monitoring at maintenance Dortmund on February 21st and 22nd, 2024
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Modified date 2023/08/22
Condition Monitoring at HUSUM WIND 2023
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Modified date 2023/06/16
Is condition monitoring even worth it?



