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- Structural health monitoring (10) (entfernen)
Eingeladener Vortrag
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We investigated, the damped Received Signal Strength Indicator (RSSI) of a Bluetooth Low Energy (BLE) signal, transmitted from the BLE-module embedded in building materials with changing moisture content, Fig. 1. The BLE-module communicates with a mobile Smart Device as tablet via 2.45 GHz-ISM-frequency band where water dipoles start to oscillate, Fig. 2. The damping model demonstrates this damping effect on RSSI by the abstraction of the reality observed in a real system. Through the reproduction of the active relationships, the system behavior is decomposed in such a way that a separate consideration of the required system parameters is possible.
Embedded wireless sensor systems for long-term SHM and corrosion detection in concrete components
(2017)
State-of-the-art communication standards like RFID and Bluetooth Low Energy enable the development of sensor systems which can be completely embedded into concrete components for long-term SHM and early damage detection. Objective of the project KonSens which is carried out at BAM is the development, implementation, and validation of sensors for measuring of Parameters relevant for corrosion, like moisture, pH value, and electrical conductivity, inside steel reinforced concrete components. The primarily addressed application is detection and evaluation of corrosion processes in concrete bridges.
In contrast to cable connected sensors, embedded wireless sensors avoid any pathways for Intrusion of moisture and chemicals, e.g., chlorides which could trigger corrosion activity. To allow for long-term, ideally life-time operation, the once embedded sensor systems must work highly energy efficient. One option are passive RFID sensor systems, which work without battery. The energy is transmitted to the system through the electromagnetic field, even to operate sensors. A crucial parameter is the transmission depth in concrete. First experiments with RFID sensors working at frequencies of 13.56 MHz (HF) and 868 MHz (UHF)embedded in concrete specimen resulted positive for transmission depths of up to 13 cm, which is quite promising, considering that corrosion would appear first at the top level of rebars.
A second generation of passive RFID sensor systems has been implemented with improved antenna design. Current experiments using these systems focus on the transmission characteristics in terms of transmission depths and the impact of concrete moisture. Low-energy humidity sensors are used and analysed regarding their capability for measuring the material moisture. Additionally, a relation between transmitted power to the embedded sensor and the moisture content of the concrete specimen caused by energy absorption can be presumed and is under systematic investigation.
Distributed fibre optic acoustic sensing for condition and structural health monitoring applications
(2017)
We present current and previous research projects and activities at BAM related to distributed fibre optic acoustic sensing (DAS) for condition monitoring purposes. Furthermore, we show the experimental capabilities of our DAS equipment and portray other BAM competences in fibre optic sensing that could be combined with DAS.
The talk addresses layer-based sensors for monitoring applications. In particular, sensor principles surface plasmon resonance (SPR), air-coupled ultrasonic, and magneto-optical coupling are discussed. Optical sensors on planar substrates are prepared by sol-gel, CVD- and PVD deposition techniques, ultrasonic sensors on planar and curved substrates are made by means of PVD processes, and magnetostrictive coatings for magneto-optical sensors are deposited on fibre-based Bragg gratings (FBGs) using PVD and ECD techniques. For all kinds of sensors design and function are explained and discussed, i.e. regarding sensitivity. It is shown that a) SPR enhanced ellipsometry is a promising tool for gas monitoring of hazardous gases, that b) thermos-acoustic and piezo-electric pulse-echo techniques are relevant for damage inspection of hidden volume defects of CFRPs, and that c) magnetostrictive-optical sensors with self-calibrating (magnetic reference field) function are useful for structural health monitoring in terms of strain sensors.
Structural Health Monitoring (SHM) is an important part of buildings surveillance and maintenance to detect material failure as early as possible and to contribute in protection of structures and their users.
The implementation of Radio Frequency Identification (RFID) sensor systems without cable connection and battery into building components offers innovative possibilities to enable long-term in-situ SHM of addressed structures, bridges. The objectives of the presented study are complete embedding of RFID sensors systems in concrete, full passive communication with the systems, at best for the whole life span of structures. One challenge for this task is the highly alkaline environment in concrete, which requires non-degrading and robust encapsulation. Further Requirements are passive communication and energy supply, appropriate antenna design, placement and fixation in concrete, and the selection and implementation of sensors and connections. The concept is to develop and optimize a simple and robust system, which meets the requirements, as well as comprehensive validation in concrete specimen and real world applications. Two different systems were developed (HF and UHF RFID, respectively).
First tasks were the implementation of analog sensors using the superposition principle for the signal adaption. Investigation of suitable materials for robust encapsulation and sensor protection against basic environments.
Four materials were investigated in pH 13 solution for 14 days
- 3D-Printer-Polymer was completely resolved
- PVC has no noticeable decrease in weight
- (VitaPro) glass filter for the sensor protector, has weight loss 2.7 %
- The epoxy resin has increased by 1.8 % due to moisture expansion
Different concrete samples were prepared for the validation of the systems.
RFID sensors were embedded in different integration depths. Investigate the energy- and data transfer through concrete, also with varying moisture content. Additionally, signal strength data was used to optimize and validate the antenna characteristics in concrete. Next steps are to guarantee a sufficient energy supply for UHF RFID systems embedded in different concrete mixtures and further embedding the HF and UHF RFID systems in real bridges and buildings to validate the long term monitoring.
Composite-Druckbehälter werden für Speicherung und Transport von Gasen unter hohem Druck verwendet. Durch die gewichtssparende Struktur, die aus einem dünnwandigem Metallgefäß und Faserverbundwerkstoff-Ummantelung besteht, sind solche Behälter insbesondere für die Automobilindustrie interessant, z.B. als Wasserstoffspeicher.
Die Druckprüfung ist ein konventioneller Test, um die Integrität von Metalldruckbehältern zu bewerten. Im Falle des Composite-Druckbehälters könne eine solche Prüfung jedoch den Faserverbundwerkstoff überbeanspruchen und somit die verbleibende Lebensdauer der getesteten Komponente verringern. Infolgedessen, es ist notwendig, die Verfahren zur zerstörungsfreie Prüfung und möglicherweise zur Zustandsüberwachung von Composite-Druckbehältern zu entwickeln. Unser Vorgehen verwendet geführte Ultraschallwellen und hat das Potenzial, kritische Schäden wie Risse im Metall, Faserbrüche und Matrixrisse in Faserverbundwerkstoff zu detektieren.
In diesem Beitrag wurde die Finite Elemente Methode benutzt, um die multimodale, geführte Wellenausbreitung in einer Metall-Faserverbundwerkstoffstruktur zu analysieren. Dadurch wurden die geeigneten Wellenmoden identifiziert und deren Wechselwirkung mit verschiedenen Fehlertypen analysiert. Diese Kenntnisse sollen für die Entwicklung von Verfahren zur wiederkehrenden Prüfung und zur Zustandsüberwachung von Composite-Druckbehältern angewendet werden.
This paper is a further research on the topic of the complete embedding of radio frequency identification (RFID) sensors in concrete. The Focus is on the antenna of the transponder. Earlier investigations of different RFID technologies, embedded in concrete, showed a difference in
energy transmission. The transmission through concrete at ultra high frequency (UHF), in spite of the large signal range, does not match the targeted application specific task. Therefore, the antenna characteristics have been examined more closely.
The antenna is an important component for the application of RFID. Through the antenna, energy and data Transfer takes place, so it is important to design an optimal antenna to accomplish a maximum embedding depths in concrete. To identify the optimal antenna geometry, different UHF antenna types were selected and investigated.
An experimental comparison was performed to gain more information about the damping behavior and antenna characteristics in concrete.