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Natural Frequencies Identification of a Reinforced Concrete Beam using Carbon Nanotube Cement based Sensors (Civil Project)

ABSTRACT

Cementitious materials doped with carbon nanoparticles are robust materials capable of transducing strain into changes in electrical resistance. These properties encourage the development of spatially distributed sensors for structural health monitoring Continue reading

A Malicious Pattern Detection Engine for Embedded Security Systems in the Internet of Things (Electronics/Electrical Project)

ABSTRACT

With the emergence of the Internet of Things (IoT), a large number of physical objects in daily life have been aggressively connected to the Internet. As the number of objects connected to networks increases, the security systems face a Continue reading

Novel Concrete Temperature Monitoring Method based on an Embedded Passive RFID Sensor Tag (Civil Project)

ABSTRACT

This paper firstly introduces the importance of temperature control in concrete measurement, then a passive radio frequency identification (RFID) sensor tag embedded for concrete temperature monitoring is presented. In order to reduce the influences Continue reading

Enhanced Strain Measurement Range of an FBG Sensor Embedded in Seven-Wire Steel Strands (Civil Project)

ABSTRACT

FBG sensors offer many advantages, such as a lack of sensitivity to electromagnetic waves, small size, high durability, and high sensitivity. However, their maximum strain measurement range is lower than the yield strain range (about 1.0%) of steel Continue reading

Embedded Virtual Machines for Robust Wireless Control and Actuation (Computer/Electrical Project)

ABSTRACT

Embedded wireless networks have largely focused on open-loop sensing and monitoring. To address actuation in closed-loop wireless control systems there is a strong need to re-think the communication architectures and Continue reading

Development of Embedded EM Sensors for Estimating Tensile Forces of PSC Girder Bridges (Civil Project)

ABSTRACT

The tensile force of pre-stressed concrete (PSC) girders is the most important factor for managing the stability of PSC bridges. The tensile force is induced using pre-stressing (PS) tendons of a PSC girder. Because the PS tendons are located inside Continue reading