In the present paper, the detection of defects or damage in bending beams by means of distributed optic-fibre sensors is proposed.
In spite of the above-mentioned uncertainties, the distributed nature of the sensor makes it very attractive when safety assessment of large structures, such as bridges, tunnels, dams or pipes, is involved. However, all the works pointed out that the qualitative strain response of bending beams is clearly accounted for by distributed optical fibre sensors.
A solution to each of the above-cited problems would entail further research effort. These include the mechanical characterization of optical fibres, the decay of strains in the protective coatings, the spatial resolution of the Brillouin scattering, the brittleness of the glass core, the elastic – plastic response of the coatings, the end effects, and the different effects of strain readings in dilatation or in contraction. Several researchers have stressed the theoretical and practical difficulties related to this kind of measurement. The use of distributed optical fibre sensors for strain measurements in beams, by means of Brillouin scattering effect, has been proposed recently.
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