Detecting Discontinuities in Steel Wire Ropes of Personal Lifts Based on the Analysis of Their Residual Magnetic Field
Abstract
:1. Introduction, Aim, and Scope
1.1. Use of Steel Wire Ropes
1.2. Magnetic Methods to Diagnose Steel Wire Rope Damage
1.3. Other Methods of Diagnosing Steel Wire Rope Damage
1.4. Problems with the Diagnosis of Steel Wire Rope Damage
1.5. Aim of the Work
2. Experimental Details
2.1. Examined Object: Steel Wire Ropes
2.2. Measurement Details
3. Results
4. Discussion
4.1. Interpretation of Charts
4.2. Analysis of the Results
5. Conclusions
- The use of the phenomenon of tunneling magnetoresistance in diagnosing the technical condition of wire ropes is promising. Passive magnetic diagnostics is much more energy-efficient than active techniques. It does not require generating an external magnetic field and consuming energy. Reduced energy consumption leads to environmental sustainability.
- The induction component distributions along the rope length were measured with and without a defect. Comparing the obtained results showed that the difference in the values near the defect for almost every component was apparent. This confirmed the results presented in [6]. Even without knowing the initial state, the magnetic anomaly caused by the discontinuity of the material gave a sufficiently strong diagnostic signal to enable its detection.
- We found that the values of the induction components were an important diagnostic parameter. Visible changes were observed in the induction gradient for the x and z components. Additionally, there was a clear peak in the TKEO analysis for the Bx_D signal.
- We introduced the product of the magnetic field induction components measured on the rope surface , which was an excellent diagnostic signal, giving a clear image of the discontinuity in the signal distribution.
- A comprehensive approach using many features of the diagnostic signal is the basis for developing a new passive magnetic method for evaluating the defectoscopic condition of steel ropes.
Author Contributions
Funding
Institutional Review Board Statement
Informed Consent Statement
Data Availability Statement
Conflicts of Interest
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No. of the Rope | 1 | 2 | 3 |
---|---|---|---|
Cross section | |||
Diameter | ø6.0 mm | ø6.5 mm ø5.0 mm (metalic part) | ø5.1 mm ø4.0 mm (metalic part) |
Construction | 6 × 19S + IWRC(7 × 7) | 7 × 19W + IWRC(7 × 7) coated | 6 × 19S + IWRC(7 × 7) coated |
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Mazurek, P.; Roskosz, M.; Kwaśniewski, J.; Wu, J.; Schabowicz, K. Detecting Discontinuities in Steel Wire Ropes of Personal Lifts Based on the Analysis of Their Residual Magnetic Field. Sustainability 2022, 14, 14641. https://doi.org/10.3390/su142114641
Mazurek P, Roskosz M, Kwaśniewski J, Wu J, Schabowicz K. Detecting Discontinuities in Steel Wire Ropes of Personal Lifts Based on the Analysis of Their Residual Magnetic Field. Sustainability. 2022; 14(21):14641. https://doi.org/10.3390/su142114641
Chicago/Turabian StyleMazurek, Paweł, Maciej Roskosz, Jerzy Kwaśniewski, Jianbo Wu, and Krzysztof Schabowicz. 2022. "Detecting Discontinuities in Steel Wire Ropes of Personal Lifts Based on the Analysis of Their Residual Magnetic Field" Sustainability 14, no. 21: 14641. https://doi.org/10.3390/su142114641