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Exploring the Potential of Promising Sensor Technologies for Concrete Structural Health Monitoring.
Shilar, Fatheali A; Ganachari, Sharanabasava V; Patil, Veerabhadragouda B; Yunus Khan, T M; Saddique Shaik, Abdul; Azam Ali, Mohammed.
Affiliation
  • Shilar FA; Department of Civil Engineering, Jain College of Engineering, Belagavi 590001, Karnataka, India.
  • Ganachari SV; Center for Energy and Environment, School of Advanced Science, KLE Technological University, Hubballi 580031, Karnataka, India.
  • Patil VB; Institute of Energetic Materials, Faculty of Chemical Technology, University of Pardubice, 53210 Pardubice, Czech Republic.
  • Yunus Khan TM; Research Center for Advanced Materials Science (RCAMS), King Khalid University, P.O. Box 9004, Abha 61413, Saudi Arabia.
  • Saddique Shaik A; Department of Mechanical Engineering, College of Engineering, King Khalid University, Abha 61421, Saudi Arabia.
  • Azam Ali M; Department of Mechanical Engineering, College of Engineering, King Khalid University, Abha 61421, Saudi Arabia.
Materials (Basel) ; 17(10)2024 May 17.
Article in En | MEDLINE | ID: mdl-38793477
ABSTRACT
Structural health monitoring (SHM) is crucial for maintaining concrete infrastructure. The data collected by these sensors are processed and analyzed using various analysis tools under different loadings and exposure to external conditions. Sensor-based investigation on concrete has been carried out for technologies used for designing structural health monitoring sensors. A Sensor-Infused Structural Analysis such as interfacial bond-slip model, corroded steel bar, fiber-optic sensors, carbon black and polypropylene fiber, concrete cracks, concrete carbonation, strain transfer model, and vibrational-based monitor. The compressive strength (CS) and split tensile strength (STS) values of the analyzed material fall within a range from 26 to 36 MPa and from 2 to 3 MPa, respectively. The material being studied has a range of flexural strength (FS) and density values that fall between 4.5 and 7 MPa and between 2250 and 2550 kg/m3. The average squared difference between the predicted and actual compressive strength values was found to be 4.405. With cement ratios of 0.3, 0.4, and 0.5, the shear strength value ranged from 4.4 to 5.6 MPa. The maximum shear strength was observed for a water-cement ratio of 0.4, with 5.5 MPa, followed by a water-cement ratio of 0.3, with 5 MPa. Optimizing the water-cement ratio achieves robust concrete (at 0.50), while a lower ratio may hinder strength (at 0.30). PZT sensors and stress-wave measurements aid in the precise structural monitoring, enhanced by steel fibers and carbon black, for improved sensitivity and mechanical properties. These findings incorporate a wide range of applications, including crack detection; strain and deformation analysis; and monitoring of temperature, moisture, and corrosion. This review pioneers sensor technology for concrete monitoring (Goal 9), urban safety (Goal 11), climate resilience (Goal 13), coastal preservation (Goal 14), and habitat protection (Goal 15) of the United Nations' Sustainable Development Goals.
Key words

Full text: 1 Collection: 01-internacional Database: MEDLINE Language: En Journal: Materials (Basel) Year: 2024 Document type: Article Affiliation country: India Country of publication: Switzerland

Full text: 1 Collection: 01-internacional Database: MEDLINE Language: En Journal: Materials (Basel) Year: 2024 Document type: Article Affiliation country: India Country of publication: Switzerland