The Smart Nervous System for Cracked Concrete Structures: Theory, Design, Research, and Field Proof of Monolithic DFOS-Based Sensors
Abstract
:1. Introduction
1.1. Structural Safety
- ageing infrastructure [3], which is many years old and in a technical condition problematic for correct assessment,
- new engineering structures with unusual geometry, construction technologies or material solutions for which there is a lack of common experiences.
1.2. Distributed Measurements of Concrete
- The possibility of analysis of the structural behaviour from a real zero stress-strain state (usually, conventional gauges are installed within existing structures with the unknown initial level of stress and deformation).
- Integration inside the structure (concrete) provides a more accurate transfer of the measured physical quantity from the structure to the sensor (no additional mounting brackets or installation methods are needed).
- Natural protection of the embedded sensors against mechanical damages, aggressive external environmental or direct sunlight. The expected operation lifetime of such a system should be comparable with the operation lifetime of the structure itself.
1.3. DFOS Techniques (Data Loggers)
- Rayleigh scattering [23] is used to measure the strains in optical fibre, which are caused both by mechanical and thermal loads. It provides the best spatial resolution, starting from the mm range [24] (1000 measurement gauges per 1 m of the linear sensor), which is particularly useful when analysing localised events like cracks. Moreover, dynamic readings with a frequency of up to 250 Hz are also possible [25]. However, the main limitation of that approach lies in a measurement distance range limited to 100 m (while keeping the high spatial resolution).
- Brillouin scattering [26,27] is used to measure the strains in optical fibre, which are caused both by mechanical and thermal loads. It provides multiple lower spatial resolution (from 20 to 100 cm) compared to Rayleigh scattering. On the other hand, it allows the measurements to be performed over very long distances (e.g., 25 km or more). This makes it suitable for monitoring linear structures like tunnels, roads, embankments, dams or mining and landslide areas.
- Raman scattering [28,29] is used to measure the temperature profile in optical fibre so that it could be used as one of the compensation solutions for Rayleigh and Brillouin measurements. Standard spatial resolution starts from 50 cm, while distance ranges from 25 km and more. This approach can be successfully used as a thermo-detection method [30] to localise fires or leakages.
1.4. DFOS Sensing Tools
- alkaline concrete environment degrades the polyimide coating even after 14 days, while no influence is observed on the acrylate one [34] (that is why polyimide coatings are not advised for long-term measurements of concrete structures).
2. Design of DFOS-Based System for Cracked Concrete
2.1. Main Objectives
- qualitative analysis: cracks’ detection and location (Figure 4a);a significant limitation of spot techniques for crack measurements is that they can be used only when the presence and the position of the crack are known. Knowledge about the location of the crack is not necessary during distributed sensing because its detection is one of the system’s objectives. The possibility of crack detection was checked and confirmed in much research, e.g., [44,45,46]. However, this does not mean that the effectiveness of each DFOS system is unconditional and absolute.
- cracks’ width estimation (Figure 4b);knowledge about the crack’s presence and location is necessary but insufficient for assessing structural safety. The DFOS system should provide information about the actual width of the crack (mm), changing over time, which could be compared to the thresholds defined in relevant standards to answer the question about the crack’s significance for load capacity or durability. The measured strain profile in the close vicinity of the crack should be converted into the crack width (in the literature called also crack opening displacement COD) with reasonable accuracy, useful from a practical point of view (not worse than 0.05 mm). A few procedures are presented in the literature [47,48,49,50], taking into account applied spatial resolution and the assumed physical model of the entire system (also internal design of the DFOS tool).
2.2. Selection of DFOS Technique
2.3. Design of DFOS Tools
- High accuracy ensured by unambiguous strain transfer from the structure to the measuring fibre inside the DFOS tool. This feature is characteristic of a monolithic cross-section of the sensor without any intermediate layers, which disturb measurements by extensive slippage. The lack of slippage within the sensor itself allows for reducing uncertainties and simplifying mathematical models used for strain transfer analysis and crack width calculation;
- High strain range allowing for undisturbed readings of crack-induced deformations without fear of damaging the sensor’s components. Fast-yielding materials like steel or plastic tend to remember the localised historical strains rather than reflect the actual deformation state of the structure. This is especially dangerous during long-term monitoring while cyclic loads are expected;
- Rough outer surface of the sensor must provide the best possible bonding with the surrounding concrete, not only through the adhesion but also mechanical clamping (similar to the reinforcing bars). For instance, it could be done by ribs, braids or perforated grooves [52];
- Resistance to harsh conditions, which are expected during the construction and operation of civil engineering structures. The design of the sensor must provide appropriate protection against mechanical damages, local transverse forces (e.g., pressure of aggregate grains or mounting elements), alkaline concrete environment and other aggressive factors;
- High durability provided by appropriate material. As the sensors are usually fully integrated within the concrete, the expected operation lifetime should be equal to the lifetime of the structure itself;
- DFOS tools cannot require pretension, as this process in construction or geotechnical conditions is challenging or often impossible. Selected stiffness of the sensor’s core must ensure correct positioning without extensive waving, as deviations from the designed position will result in additional errors during data interpretation. Reliable readings must be possible both in the tension and compression zone;
- Prove the sensors’ high performance in at least tens of engineering projects.
2.4. Installation Methods
- the maximum bonding surface between the sensor and the surrounding concrete (from three sides instead of one in case of surface installation);
- natural protection against mechanical damages;
- significant reduction of thermal influence (direct sunlight) on strain results;
- the beast aesthetics without mounting elements visible on the surface.
2.5. Thermal Compensation
- Using the strain DFOS sensors with a Raman-based optical datalogger, which is insensitive to mechanical loads and thus, allows only for temperature measurements; DTS (distributed temperature sensing). This solution is primarily dedicated to long distances (km order).
- Using the strain sensors with both Rayleigh-based and Brillouin-based optical datalogger. These two techniques are depended on mechanical strains and temperatures to varying degrees. Knowing the individual coefficients for each technique, it is possible to solve a system of equations in which the unknowns are mechanical strains and temperatures [31]. It is worth noticing that there are already hybrid data loggers available on the market that use different optical phenomena in their design.
- Using special DFOS temperature sensors and one from DFOS techniques for strain measurements (Rayleigh or Brillouin). The idea behind this solution is to isolate the measuring optical fibre from mechanical strains, for instance, by placing it inside the tube. The fibre is then, apparently, subjected only to temperature changes. However, the free fibre does not exist because of the friction between the tube and the fibre. It can cause disturbances in the measured temperature profiles, especially considering longer distances. In addition, high mechanical strains expected while monitoring the cracks in concrete can consume excess fibre inside the tube.
- Using conventional spot temperature gauges and approximating the temperature field between the measurement points. That approach is justified when no high gradients over length are expected (like in underground installations or other horizontal sections with similar conditions over the entire length).
2.6. System’s Design—Summary
3. Laboratory Tests
3.1. The Concept and Preparation of the Specimens
- C1: sensing cable with three plastic layers (Ø2.8 mm, E = unknown).
- M1: monolithic, reinforcing sensor (Ø5.0 mm, E = 50 GPa)
- M2: monolithic, flexible sensor (Ø3.0 mm, E = 3 GPa)
- C2: sensing cable with two plastic layers and steel insert (Ø3.2 mm, E = unknown).
3.2. Course of the Study and Measurements
3.3. Compression—Example Results
3.4. Tension—Example Results
3.5. Findings
4. Field Proofs
4.1. Railway Bridge near Frankfurt, Germany
4.2. Largest Concrete Cable-Stayed Bridge in Poland
4.3. Renovated Sewage Collector in Poland
- before GRP modules were provided inside the collector (zero reading),
- after the GRP modules were placed (before grout injection),
- after grout (mortar) injection,
- and finally, after the collector was put back into service and filled with sewage.
5. Conclusions
Author Contributions
Funding
Institutional Review Board Statement
Informed Consent Statement
Data Availability Statement
Acknowledgments
Conflicts of Interest
References
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Parameter | EpsilonSensor | EpsilonRebar |
---|---|---|
Strain resolution | ±1 µε | ±1 µε |
Maximum strain | ±40,000 µε (±4%) | ±20,000 µε (±2%) |
Standard diameter | Ø3 mm | Ø5 mm |
Elastic modulus | 3 GPa | 50 GPa |
Axial stiffness EA | 21 kN | 982 kN |
Core material | PLFRP (polyester + epoxide) | GFRP (glass + epoxide) |
Bending radius | 50 mm | 350 mm |
Sensor weight | 13 kg/km | 45 kg/km |
Light scattering 1 | Rayleigh, Brillouin, Raman | |
Delivery method | coils or straight sections | |
Length | any length made to order |
Step | Selection of | Details Considered |
---|---|---|
1 | DFOS technique (Rayleigh, Brillouin, hybrid) | Measurement parameters (spatial resolution, accuracy, strain resolution, distance range, acquisition time, number of channels, etc.). |
2 | Monolithic strain sensor | Geometrical and mechanical properties (diameter, elastic modulus, strength, maximum strain, external braid, bending radius). |
3 | Installation method | Surface or near-to-surface installation for existing structures (with analysis of the adhesive’s properties). Embedding inside the new structures. |
4 | Thermal compensation | Raman technique, hybrid measurements, special DFOS temperature sensors, conventional spot temperature gauges (depending on distance range or expected temperature distributions and changes). |
5 | Post-processing algorithms | Data validation, thermal compensation algorithms, strain presentation, crack detection, width estimation, assessment of uncertainties, results visualisation (in length and time domain). |
Crack | Width (mm) | Diff. (mm) | Diff. (%) | ||
---|---|---|---|---|---|
M2 | C2 | Ext. ref. | (M2 − C2) | (M2 − C2)/M2 × 100% | |
① | 0.329 | 0.267 | 0.30 | 0.062 | 19.0 |
② | 0.548 | 0.351 | 0.60 | 0.197 | 35.9 |
③ | 0.451 | 0.318 | 0.40 | 0.133 | 29.6 |
④ | 0.409 | 0.309 | 0.35 | 0.100 | 24.5 |
⑤ | 0.593 | 0.382 | 0.45 | 0.211 | 35.6 |
mean | 0.466 | 0.325 | 0.42 | 0.141 | 28.9 |
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Bednarski, Ł.; Sieńko, R.; Howiacki, T.; Zuziak, K. The Smart Nervous System for Cracked Concrete Structures: Theory, Design, Research, and Field Proof of Monolithic DFOS-Based Sensors. Sensors 2022, 22, 8713. https://doi.org/10.3390/s22228713
Bednarski Ł, Sieńko R, Howiacki T, Zuziak K. The Smart Nervous System for Cracked Concrete Structures: Theory, Design, Research, and Field Proof of Monolithic DFOS-Based Sensors. Sensors. 2022; 22(22):8713. https://doi.org/10.3390/s22228713
Chicago/Turabian StyleBednarski, Łukasz, Rafał Sieńko, Tomasz Howiacki, and Katarzyna Zuziak. 2022. "The Smart Nervous System for Cracked Concrete Structures: Theory, Design, Research, and Field Proof of Monolithic DFOS-Based Sensors" Sensors 22, no. 22: 8713. https://doi.org/10.3390/s22228713