Qualification of a truly distributed fiber optic technique for strain and temperature measurements in concrete structures

Abstract

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 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.

Kontinuierliche faseroptische Dehnungsmessung im Stahlbetonbau

“…Veröffentlichungen [15][16][17][18][19] [10,11]. Dem Lehrstuhl für Massivbau der Technischen Universität München (TUM) stehen die zwei neuesten Geräte (entsprechend der Produktspezifikation des Herstellers: Typ "A" und Typ "B") zur Verfügung.…”

Development of a relationship between external measurements and reinforcement stress

“…As such, the backscatter sensing technology used in the current research is based on Rayleigh Backscatter, which occurs due to interactions between the propagated light pulse and the silica density composition of the fiber at each point along its length. The light pulse reflects off of these imperfections along the fiber length and scatters portions of the light spectrum back to the analyzing unit 8 . When the fiber is strained the distance between these imperfections changes, which in turn changes the backscattered light spectrum measured at that location.…”

Implementation of algorithms for asphalt moduli temperature correction

“…The measurement range is approximately 70m with a measurement time less than 10s. This sensing technique has already been tested successfully for damage detection in composites laminates [2], for crack detection in concrete [3,4] and for structural tests of wind turbine blade [5]. Its main limitation is the measurement time, which allows making measurements only under static loads.…”