In the Direction of an Artificial Intelligence-Enabled Monitoring Platform for Concrete Structures
Abstract
:1. Introduction
2. Materials and Methods
2.1. Loading Tests
2.2. Electrical Impedance Measurements
2.3. Crack Assessment
2.4. The Monitoring System and the AI Algorithms
- -
- p is the autoregressive term; it represents the relationship between an observation and past observations at multiple lag values, with higher values indicating a robust autocorrelation at various lags;
- -
- d is the differencing term; it signifies the relationship between the current observation and past value at multiple lag values;
- -
- q is the moving average term; it represents the connection between an observation and a residual error from a moving average model applied to lagged observations;
- -
- θ and ϕ are coefficients associated with the AR and MA components, respectively;
- -
- ϵt is the error term.
- -
- ϕp(L) is the autoregressive component of order p;
- -
- ϕp(Ls) is the seasonal autoregressive component of order p;
- -
- Δd is the non-seasonal differencing of order d;
- -
- is the seasonal differencing of order d;
- -
- A(t) represents a deterministic trend, i.e., seasonality;
- -
- θq(L) is the seasonal moving average component of order q;
- -
- ζt is the seasonal error term;
- -
- s is the seasonal period;
- -
- P is the seasonal autoregressive component of order P;
- -
- D is the seasonal differencing of order D;
- -
- Q is the seasonal moving average component of order Q.
- -
- g(t) is the trend function, modelling non-periodic changes; it can be logarithmic;
- -
- s(t) is the seasonality function, relying on the Fourier series; it provides a flexible model of periodic effects to model changes that are repeated at regular time intervals (e.g., weekly and yearly seasonality), and it is also possible to have more than one seasonality in the same series;
- -
- h(t) represents holidays; it models irregular events that temporarily alter the time series;
- -
- ε(t) is the error term, representing changes in the time series that the model does not capture; it is regarded as a normal distribution.
2.5. Model Training and Hyperparameter Tuning Process
- Mean Absolute Error (MAE), which is the absolute value of the difference between the paired accurate and predicted data;
- Mean Absolute Percentage Error (MAPE), which is the percentage expression of MAE obtained through the normalization of the real data;
- Root Mean Square Error (RMSE), which is the average difference between the predicted and real data;
- Correlation, which is the strength and direction of the linear relationship between the predicted and the actual values.
3. Results and Discussion
3.1. Electrical Impedance Measurements
3.2. Assessment of Crack Aperture
3.3. Predictive Crack Detection AI Models Based on Electrical Impedance Data
4. Conclusions
- -
- Electrical impedance measurements can follow the trend of applied external loads (correlation > 0.9), timely evidencing the occurrence of cracking phenomena;
- -
- Self-sensing materials (obtained with the addition of biochar and recycled carbon fibers) promote the piezoresistive ability of cement-based materials, hence making a structure able to perceive its own structural health condition;
- -
- Vision-based techniques can be seen as an effective inspection method, accurately quantifying damage that can be identified through monitoring techniques (e.g., electrical impedance measurements);
- -
- AI models can significantly enhance the ability to forecast and monitor complex systems, as evidenced by the comparison in predicting the real part of electrical impedance. AI-based models demonstrate superior performance in quantitative metrics and can capture intricate patterns. The forecasts, when combined with strategically defined threshold values, potentially enable the implementation of an effective early warning system, which is pivotal in signaling deviations in electrical impedance within acceptable ranges (depending on the material mix design), empowering timely responses and proactive measures to mitigate potential damages.
Author Contributions
Funding
Data Availability Statement
Acknowledgments
Conflicts of Interest
References
- Frangopol, D.M.; Soliman, M. Life-cycle of structural systems: Recent achievements and future directions. Struct. Infrastruct. Syst. 2019, 12, 46–65. [Google Scholar] [CrossRef]
- Shen, N.; Chen, L.; Chen, R. Multi-route fusion method of GNSS and accelerometer for structural health monitoring. J. Ind. Inf. Integr. 2023, 32, 100442. [Google Scholar] [CrossRef]
- Liao, W.; Sun, H.; Wang, Y.; Qing, X. An island-bridge packaging piezoelectric sensor for structural health monitoring in high-strain environments. J. Intell. Mater. Syst. Struct. 2023, 34, 891–908. [Google Scholar] [CrossRef]
- Bao, Y.; Tang, Z.; Li, H.; Zhang, Y. Computer vision and deep learning–based data anomaly detection method for structural health monitoring. Struct. Health Monit. 2019, 18, 401–421. [Google Scholar] [CrossRef]
- Giulietti, N.; Chiariotti, P.; Cosoli, G.; Giacometti, G.; Violini, L.; Mobili, A.; Pandarese, G.; Tittarelli, F.; Revel, G.M.; Montanini, R. Continuous monitoring of the health status of cement-based structures: Electrical impedance measurements and remote monitoring solutions. ACTA IMEKO 2021, 10, 132–139. [Google Scholar] [CrossRef]
- Sabato, A.; Dabetwar, S.; Kulkarni, N.N.; Fortino, G. Noncontact Sensing Techniques for AI-Aided Structural Health Monitoring: A Systematic Review. IEEE Sens. J. 2023, 23, 4672–4684. [Google Scholar] [CrossRef]
- Sun, L.; Li, C.; Zhang, C.; Liang, T.; Zhao, Z. The Strain Transfer Mechanism of Fiber Bragg Grating Sensor for Extra Large Strain Monitoring. Sensors 2019, 19, 1851. [Google Scholar] [CrossRef]
- Kamariotis, A.; Chatzi, E.; Straub, D. A framework for quantifying the value of vibration-based structural health monitoring. Mech. Syst. Signal Process. 2023, 184, 109708. [Google Scholar] [CrossRef]
- Sadhu, A.; Peplinski, J.E.; Mohammadkhorasani, A.; Moreu, F. A Review of Data Management and Visualization Techniques for Structural Health Monitoring Using BIM and Virtual or Augmented Reality. J. Struct. Eng. 2022, 149, 03122006. [Google Scholar] [CrossRef]
- Liu, Y.; Zhong, Y.; Wang, C. Recent advances in self-actuation and self-sensing materials: State of the art and future perspectives. Talanta 2020, 212, 120808. [Google Scholar] [CrossRef]
- Tang, S.W.; Cai, X.H.; He, Z.; Zhou, W.; Shao, H.Y.; Li, Z.J.; Wu, T.; Chen, E. The review of pore structure evaluation in cementitious materials by electrical methods. Constr. Build. Mater. 2016, 117, 273–284. [Google Scholar] [CrossRef]
- Yim, H.J.; Lee, H.; Kim, J.H. Evaluation of mortar setting time by using electrical resistivity measurements. Constr. Build. Mater. 2017, 146, 679–686. [Google Scholar] [CrossRef]
- Han, B.G.; Han, B.Z.; Ou, J.P. Experimental study on use of nickel powder-filled Portland cement-based composite for fabrication of piezoresistive sensors with high sensitivity. Sens. Actuators A Phys. 2009, 149, 51–55. [Google Scholar] [CrossRef]
- Fisher, R.M.; Cardoso, R.C.; Collins, E.C.; Dadswell, C.; Dennis, L.A.; Dixon, C.; Farrell, M.; Ferrando, A.; Huang, X.; Jump, M.; et al. An Overview of Verification and Validation Challenges for Inspection Robots. Robot 2021, 10, 67. [Google Scholar] [CrossRef]
- Bacco, M.; Barsocchi, P.; Cassara, P.; Germanese, D.; Gotta, A.; Leone, G.R.; Moroni, D.; Pascali, M.A.; Tampucci, M. Monitoring Ancient Buildings: Real Deployment of an IoT System Enhanced by UAVs and Virtual Reality. IEEE Access 2020, 8, 50131–50148. [Google Scholar] [CrossRef]
- Giordano, P.F.; Limongelli, M.P. The value of structural health monitoring in seismic emergency management of bridges. Struct. Infrastruct. Eng. 2020, 18, 537–553. [Google Scholar] [CrossRef]
- D’Errico, L.; Franchi, F.; Graziosi, F.; Marotta, A.; Rinaldi, C.; Boschi, M.; Colarieti, A. Structural health monitoring and earthquake early warning on 5g urllc network. In Proceedings of the 2019 IEEE 5th World Forum on Internet of Things (WF-IoT), Limerick, Ireland, 15–18 April 2019; pp. 783–786. [Google Scholar] [CrossRef]
- Valença, J.; Dias-Da-Costa, D.; Júlio, E.N.B.S. Characterisation of concrete cracking during laboratorial tests using image processing. Constr. Build. Mater. 2012, 28, 607–615. [Google Scholar] [CrossRef]
- Valença, J.; Puente, I.; Júlio, E.; González-Jorge, H.; Arias-Sánchez, P. Assessment of cracks on concrete bridges using image processing supported by laser scanning survey. Constr. Build. Mater. 2017, 146, 668–678. [Google Scholar] [CrossRef]
- Zaki, A.; Murdiansyah, L.; Jusman, Y. Cracks Evaluation of Reinforced Concrete Structure: A Review. J. Phys. Conf. Ser. 2021, 1783, 012091. [Google Scholar] [CrossRef]
- Wang, W.; Su, C. Automatic concrete crack segmentation model based on transformer. Autom. Constr. 2022, 139, 104275. [Google Scholar] [CrossRef]
- Zhang, J.; Qian, S.; Tan, C. Automated bridge surface crack detection and segmentation using computer vision-based deep learning model. Eng. Appl. Artif. Intell. 2022, 115, 105225. [Google Scholar] [CrossRef]
- Wu, Z.; Tang, Y.; Hong, B.; Liang, B.; Liu, Y. Enhanced Precision in Dam Crack Width Measurement: Leveraging Advanced Lightweight Network Identification for Pixel-Level Accuracy. Int. J. Intell. Syst. 2023, 2023, 9940881. [Google Scholar] [CrossRef]
- Scuro, C.; Lamonaca, F.; Porzio, S.; Milani, G.; Olivito, R.S. Internet of Things (IoT) for masonry structural health monitoring (SHM): Overview and examples of innovative systems. Constr. Build. Mater. 2021, 290, 123092. [Google Scholar] [CrossRef]
- Galdelli, A.; D’Imperio, M.; Marchello, G.; Mancini, A.; Scaccia, M.; Sasso, M.; Frontoni, E.; Cannella, F. A Novel Remote Visual Inspection System for Bridge Predictive Maintenance. Remote Sens. 2022, 14, 2248. [Google Scholar] [CrossRef]
- Psathas, A.P.; Iliadis, L.; Papaleonidas, A. Strain Prediction of a Bridge Deploying Autoregressive Models with ARIMA and Machine Learning Algorithms. Commun. Comput. Inf. Sci. 2023, 1826, 403–419. [Google Scholar]
- Singh, S.; Shanker, R. Wireless sensor networks for bridge structural health monitoring: A novel approach. Asian J. Civ. Eng. 2023, 24, 1425–1439. [Google Scholar] [CrossRef]
- Dipietrangelo, F.; Nicassio, F.; Scarselli, G. Structural Health Monitoring for impact localisation via machine learning. Mech. Syst. Signal Process. 2023, 183, 109621. [Google Scholar] [CrossRef]
- Taylor, S.J.; Letham, B. Forecasting at Scale. Am. Stat. 2018, 72, 37–45. [Google Scholar] [CrossRef]
- Steger, C. An unbiased detector of curvilinear structures. IEEE Trans. Pattern Anal. Mach. Intell. 1998, 20, 113–125. [Google Scholar] [CrossRef]
- ReCITY: Supporting Community Resilience. Available online: https://www.eng.it/en/case-studies/recity-supportare-la-resilienza-di-comunita (accessed on 3 January 2024).
- Home|Endurcrete. Available online: http://www.endurcrete.eu/ (accessed on 3 March 2023).
- Eco-Friendly and Self-Sensing Mortar|Knowledgeshare. Available online: https://www.knowledge-share.eu/en/patent/eco-friendly-and-self-sensing-mortar/ (accessed on 3 March 2023).
- FIWARE—Open APIs for Open Minds. Available online: https://www.fiware.org/ (accessed on 17 May 2022).
- Galdelli, A.; Mancini, A.; Frontoni, E.; Tassetti, A.N. A feature encoding approach and a cloud computing architecture to map fishing activities. Proc. ASME Des. Eng. Tech. Conf. 2021, 7, V007T07A003. [Google Scholar] [CrossRef]
- Giulietti, N.; Chiariotti, P.; Revel, G.M. Automated Measurement of Geometric Features in Curvilinear Structures Exploiting Steger’s Algorithm. Sensors 2023, 23, 4023. [Google Scholar] [CrossRef] [PubMed]
Cement [kg/m3] | Water [kg/m3] | Air [%] | Sand [kg/m3] | Intermediate Gravel [kg/m3] | Coarse Gravel [kg/m3] | RCF [kg/m3] | BCH [kg/m3] |
---|---|---|---|---|---|---|---|
470.0 | 235.0 | 2.5 | 795.0 | 321.0 | 476.0 | 0.9 | 10.0 |
Specimen | Test Time | Correlation Coefficient |
---|---|---|
A | t1 | 0.89 |
t2 | 0.98 | |
t3 | 0.99 | |
B | t1 | 0.99 |
t2 | 0.97 | |
t3 | 0.98 | |
C | t1 | 0.99 |
t2 | 0.96 | |
t3 | 0.97 |
Specimen | |||||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|
A | B | C | |||||||||||
Test Time | Approach | MAE (Ω) | RMSE (Ω) | MAPE (%) | Correlation (%) | MAE (Ω) | RMSE (Ω) | MAPE (%) | Correlation (%) | MAE (Ω) | RMSE (Ω) | MAPE (%) | Correlation (%) |
t2 | ARIMA | 1.19 | 1.41 | 0.34 | 98.50 | 1.47 | 1.61 | 0.42 | 99.35 | 1.21 | 1.33 | 0.23 | 98.93 |
SARIMAX | 0.75 | 0.84 | 0.21 | 97.79 | 0.25 | 0.32 | 0.07 | 99.35 | 1.46 | 1.61 | 0.27 | 98.90 | |
Prophet | 0.51 | 0.54 | 0.15 | 98.91 | 0.21 | 0.28 | 0.06 | 99.56 | 0.64 | 0.69 | 0.12 | 98.69 | |
t3 | ARIMA | 1.06 | 1.13 | 0.26 | 96.48 | 0.66 | 0.76 | 0.17 | 83.89 | 35.34 | 99.04 | 2.38 | −5.31 |
SARIMAX | 1.47 | 1.91 | 0.36 | −96.48 | 0.92 | 1.20 | 0.24 | 84.03 | 43.56 | 103.80 | 3.00 | −9.32 | |
Prophet | 0.34 | 0.40 | 0.09 | 96.84 | 0.23 | 0.51 | 0.06 | 83.87 | 11.65 | 12.33 | 0.93 | 5.04 |
Disclaimer/Publisher’s Note: The statements, opinions and data contained in all publications are solely those of the individual author(s) and contributor(s) and not of MDPI and/or the editor(s). MDPI and/or the editor(s) disclaim responsibility for any injury to people or property resulting from any ideas, methods, instructions or products referred to in the content. |
© 2024 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/).
Share and Cite
Cosoli, G.; Calcagni, M.T.; Salerno, G.; Mancini, A.; Narang, G.; Galdelli, A.; Mobili, A.; Tittarelli, F.; Revel, G.M. In the Direction of an Artificial Intelligence-Enabled Monitoring Platform for Concrete Structures. Sensors 2024, 24, 572. https://doi.org/10.3390/s24020572
Cosoli G, Calcagni MT, Salerno G, Mancini A, Narang G, Galdelli A, Mobili A, Tittarelli F, Revel GM. In the Direction of an Artificial Intelligence-Enabled Monitoring Platform for Concrete Structures. Sensors. 2024; 24(2):572. https://doi.org/10.3390/s24020572
Chicago/Turabian StyleCosoli, Gloria, Maria Teresa Calcagni, Giovanni Salerno, Adriano Mancini, Gagan Narang, Alessandro Galdelli, Alessandra Mobili, Francesca Tittarelli, and Gian Marco Revel. 2024. "In the Direction of an Artificial Intelligence-Enabled Monitoring Platform for Concrete Structures" Sensors 24, no. 2: 572. https://doi.org/10.3390/s24020572
APA StyleCosoli, G., Calcagni, M. T., Salerno, G., Mancini, A., Narang, G., Galdelli, A., Mobili, A., Tittarelli, F., & Revel, G. M. (2024). In the Direction of an Artificial Intelligence-Enabled Monitoring Platform for Concrete Structures. Sensors, 24(2), 572. https://doi.org/10.3390/s24020572