Fiber Bragg Grating Sensors(FBG)

Introduction to Fiber Bragg Grating Sensors

Fibre-based approaches for sensing are very attractive from the points of view of highly multiplexed detection with low cross-talk, the ready availability of a large number of components from the mass-produced fiber optic communication industry, compact footprint, and relatively few fabrication steps related to sensor development as the fiber itself acts as the sensor. Among various fiber optic sensors, Fiber Bragg Grating (FBG) sensors are considered for strain sensing applications due to many advantages that can lead to solutions with the potential to out-perform their conventional counterparts. These include insensitivity to electromagnetic interference, freedom from sparking electrostatic discharge, lightweight and flexible harness, flexible sensor distribution at remote locations in the structure, efficient multiplexing for high sensor capacity (single fiber can carry numerous sensors), high signal to noise ratio for high measurement accuracy, multi-parameter sensing, self-referencing capability, remote interrogation, potential to embed in composite structures.

Fiber Bragg Gratings (FBG) are periodic modulation of refractive index fabricated in the core of a photosensitive optical fiber. When broadband light (comprising of all the wavelengths in the Communication band) is inserted into the core of the optical fiber comprising a FBG, a narrow band of wavelengths that satisfies the Bragg’s condition will be reflected and rest of all wavelengths are transmitted as shown in Fig 1. The reflected Bragg wavelength (λB) is defined by the effective refractive index of the fiber core (neff) and the inter distance between successive grating (L) and is given by (1)

Fig.2: WILD system at LC15 Bangalore

FBG Packaged strain sensors: The Bragg wavelength of FBG Sensors mainly depends on the applied strain to the grating and temperature surrounding it. FBG sensors on the track sense the dynamic impact load caused by the wheel-rail in contact. The FBG sensors will induce a shift in Bragg wavelength because of the impact of the force, and the measured wavelength shift can be used to compute the impact load. The packaged FBG strain sensor used in the system is capable of withstanding the impact load generated by the wheel rolling on the rail above it.

The FBG strain sensors are positioned below the rail, approximately midway between two sleepers as shown in Fig  This position is chosen since the load imparted on the rail by the wheel of the train will result in the maximum bending moment and maximum deflection of the rail in between the sleepers.

Fig.3: Vertical load sensors on the rail

The sensors are packaged by embedding bare FBG sensors inside a stainless-steel housing and is terminated with armoured fibre optic cables on either end with suitable connectors. This design of packaged sensors can be used for measuring strain due to compression or tension. The packaged FBG sensors are fixed on two clamps for mounting on the rail.

The mounting process does not require any special preparation or any modification of the existing structure of the rail like drilling, glueing etc. The wavelength shift caused by the vertical forces exerted on the rail by a rolling wheel can be used to compute the impact load and to infer any wheel defect

FBG Vibration sensors: These are used to measure the vibrations generated by the impact of the bad wheel on the rail. A cantilever based vibration sensor has been used to detect the vibration from the rail and these vibrations were converted as optical signals by the FBG sensors and recorded by the interrogator.

Fig.4: FBG based Vibration sensor

FBG Lateral load sensors: A pair of FBG sensors are mounted on the web on either side of the rail, the lateral load produces strain due to tension on one sensor and strain due to compression on the other. The vertical load produces compression on both sensors. Therefore, by taking the difference between the two signals the vertical load components are cancelled and we get a resultant value that is proportional to lateral load

Fig.6: Lateral load sensors mounted on the rail