Abstract

Structural health monitoring is a key factor in life cycle management of infrastructures. Truly distributed fiber optic sensors are able to provide relevant information on large structures, such as nuclear power plants or nuclear waste disposal facilities. The sensing chain includes an optoelectronic unit and a sensing cable made of one or more optical fibers. A new instrument based on Optical Frequency Domain Reflectometry (OFDR), enables to perform temperature and strain measurements with a centimeter scale spatial resolution over hundred of meters and with a level of precision equal to 1 μ strain and 0.1 °C. Several sensing cables are designed with different materials targeting to last for decades, either embedded in the concrete or attached to the surface of the structure. They must ensure an optimal transfer of temperature and strain from the concrete matrix to the optical fiber. Based on the European guide FD CEN/TR 14748 “Non-destructive testing – Methodology for qualification of non-destructive tests”, a qualification method was developed. Tests were carried out using various sensing cables embedded in the volume or fixed to the surface of plain concrete specimens and representative-scale reinforced concrete structural elements. Measurements were performed with an OFDR instrument, while mechanical solicitations were imposed to the concrete element. Preliminary experiments seem very promising since measurements performed with distributed sensing systems are found comparable to values obtained with conventional sensors used in civil engineering and with the Strength of Materials Modelling. Moreover, the distributed sensing system makes it possible to detect and localize cracks appearing in concrete during the mechanical loading.

Highlights

  • The distributed sensing system makes it possible to detect and localize cracks appearing in concrete during the mechanical loading

  • One interrogation unit paired with one fiber can provide few thousands of multiplexed measurement points

  • Interrogation method based on Optical Frequency Domain Reflectometry and analysis of the Rayleigh backscattering provide very high spatial resolution and high sensitivity to temperature and strain

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Summary

INTRODUCTION

2. DOFS BASED ON RAYLEIGH BACKSCATTERING ANALYSIS BY OPTICAL FREQUENCY DOMAIN REFLECTOMETRY. DOFS system is composed of an interrogation unit paired with an optical fiber It enables to monitor the quantity subject to measurement, ie the measurand, continuously along the sensing fiber. There are three important types of scattering in optical fibers that can be exploited in distributed sensing They are Rayleigh, Raman and Brillouin scattering. The only Rayleigh OFDR interrogation unit available on the market is the Optical Backscatter Reflectometer (OBR) from Luna Technologies, with a centimeter scale spatial resolution over hundred of meters and with a level of precision equal to 1 strain and 0.1 ◦C. Further work should be undertaken to study and improve the capabilities of these sensing cables for measuring temperature and strain over time

PERFORMANCES OF SENSING CABLES FOR THE MONITORING OF CONCRETE STRUCTURES
Concrete specimens tested under compression loading
Field experiments
Findings
CONCLUSION AND PERSPECTIVES
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