Abstract:Ultra-high-performance concrete (UHPC) is a novel material with multiple known uses and many still yet to be discovered. Recently, the use of encasing welded shear studs in UHPC on the web of corroded steel beams was developed. This creates a bearing force transfer mechanism to bypass the corroded web plate. This new material and its uses come with many uncertainties in the short and long term. Structural health monitoring (SHM) can be a tool to observe the development. Specifically, radio frequency technology… Show more
“…For this purpose, full scale, 6-m long, ultra-high performance concrete (UHPC) beams were measured in intact and partly damaged states in laboratory conditions. The monitoring of vibrations of concrete and UHPC beams brings particular challenges to the field of SHM (see, e.g., [ 34 , 35 , 36 , 37 , 38 , 39 ]). For these reasons, the application of rotation rate sensors in the modal extraction and vibration analyses of these beams can bring particular advantages.…”
The recent rapid development of rotation rate sensor technology opens new opportunities for their application in more and more fields. In this paper, the potential of rotational sensors for the modal analysis of full-scale civil engineering structural elements is experimentally examined. For this purpose, vibrations of two 6-m long beams made of ultra-high performance concrete (UHPC) were measured using microelectromechanical system (MEMS) rotation rate sensors. The beams were excited to vibrations using an impact hammer and a dynamic vibration exciter. The results of the experiment show that by using rotation rate sensors, one can directly obtain derivatives of mode shapes and deflection shapes. These derivatives of mode shapes, often called “rotational modes”, bring more information regarding possible local stiffness variations than the traditional transversal and deflection mode shapes, so their extraction during structural health monitoring is particularly useful. Previously, the rotational modes could only be obtained indirectly (e.g., by central difference approximation). Here, with the application of rotation rate sensors, one can obtain rotational modes and deflection shapes with a higher precision. Furthermore, the average strain rate and dynamic strain were acquired using the rotation rate sensors. The laboratory experiments demonstrated that rotation rate sensors were matured enough to be used in the monitoring and modal analyses of full-scale civil engineering elements (e.g., reinforced concrete beams).
“…For this purpose, full scale, 6-m long, ultra-high performance concrete (UHPC) beams were measured in intact and partly damaged states in laboratory conditions. The monitoring of vibrations of concrete and UHPC beams brings particular challenges to the field of SHM (see, e.g., [ 34 , 35 , 36 , 37 , 38 , 39 ]). For these reasons, the application of rotation rate sensors in the modal extraction and vibration analyses of these beams can bring particular advantages.…”
The recent rapid development of rotation rate sensor technology opens new opportunities for their application in more and more fields. In this paper, the potential of rotational sensors for the modal analysis of full-scale civil engineering structural elements is experimentally examined. For this purpose, vibrations of two 6-m long beams made of ultra-high performance concrete (UHPC) were measured using microelectromechanical system (MEMS) rotation rate sensors. The beams were excited to vibrations using an impact hammer and a dynamic vibration exciter. The results of the experiment show that by using rotation rate sensors, one can directly obtain derivatives of mode shapes and deflection shapes. These derivatives of mode shapes, often called “rotational modes”, bring more information regarding possible local stiffness variations than the traditional transversal and deflection mode shapes, so their extraction during structural health monitoring is particularly useful. Previously, the rotational modes could only be obtained indirectly (e.g., by central difference approximation). Here, with the application of rotation rate sensors, one can obtain rotational modes and deflection shapes with a higher precision. Furthermore, the average strain rate and dynamic strain were acquired using the rotation rate sensors. The laboratory experiments demonstrated that rotation rate sensors were matured enough to be used in the monitoring and modal analyses of full-scale civil engineering elements (e.g., reinforced concrete beams).
“…9 Cross-section of solder joints for the sample produced in variant V1 using epoxy resin particularly the samples fabricated with epoxy resin, may cause electrical breaks in the connection between antennas and chips and make the traceability system inoperable. This damage can also be used for the detection of possible exposure of monitored electronic devices on different environmental factors, similar to a solution described in [41]. It is planned to perform further research in this field.…”
Modern electronic industry requires simultaneous monitoring of electronic devices from their production, usage, up to their recycling. Therefore, the traceability system is becoming more and more popular in this modern electronic industry. In this study, such a system working in the ultra‐high frequency range was demonstrated. A functional part of the system (sensor) was produced using different technologies that aim to embed chips inside printed circuit boards. The sensors were examined under changing temperature conditions. The achieved results showed that the laminated sensors were more resistant to temperature cycles, although some voids were observed in their structures, which may influence their mechanical properties. All the tested samples remained fully functional after 500 temperature cycles (−40°C to +105°C). The values of the received signal strength indicator measured before and after the temperature exposure did not reveal significant differences. Bearing this in mind, it can be stated that the proposed system can be successfully used in the electronic industry to monitor the operation of different types of devices.
“…The theory of backscatter power can also be used to detect cracks in non-metallic materials, such as concrete [ 22 , 39 ], and fiberglass combined material [ 40 ]. Using the backscatter power, the tag can detect propagation of ultra-high-performance concrete cracks [ 22 , 39 ].…”
Section: Designs and Applications Of Rfid Sensor Tags In Shmmentioning
confidence: 99%
“…Taking the RFID antenna as a sensor, it can detect cracks [ 6 , 7 , 8 , 9 , 10 ], corrosion [ 10 , 11 , 12 , 13 ], or stress [ 14 , 15 , 16 , 17 , 18 , 19 ] in structures. These defects can cause changes in the RFID signal, such as radar cross section (RCS) [ 20 , 21 ], received signal strength indicator (RSSI) [ 17 , 22 ], phase [ 10 , 23 , 24 ], S-parameters [ 25 , 26 ], and turn on power [ 9 , 15 ]. As a means of communication and energy harvesting, wireless sensor nodes formed by RFID combined with low-power sensing technology are also suitable for SHM applications.…”
Structural health monitoring (SHM) plays a critical role in ensuring the safety of large-scale structures during their operational lifespan, such as pipelines, railways and buildings. In the last few years, radio frequency identification (RFID) combined with sensors has attracted increasing interest in SHM for the advantages of being low cost, passive and maintenance-free. Numerous scientific papers have demonstrated the great potential of RFID sensing technology in SHM, e.g., RFID vibration and crack sensing systems. Although considerable progress has been made in RFID-based SHM, there are still numerous scientific challenges to be addressed, for example, multi-parameters detection and the low sampling rate of RFID sensing systems. This paper aims to promote the application of SHM based on RFID from laboratory testing or modelling to large-scale realistic structures. First, based on the analysis of the fundamentals of the RFID sensing system, various topologies that transform RFID into passive wireless sensors are analyzed with their working mechanism and novel applications in SHM. Then, the technical challenges and solutions are summarized based on the in-depth analysis. Lastly, future directions about printable flexible sensor tags and structural health prognostics are suggested. The detailed discussion will be instructive to promote the application of RFID in SHM.
scite is a Brooklyn-based organization that helps researchers better discover and understand research articles through Smart Citations–citations that display the context of the citation and describe whether the article provides supporting or contrasting evidence. scite is used by students and researchers from around the world and is funded in part by the National Science Foundation and the National Institute on Drug Abuse of the National Institutes of Health.