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Erwin Ciro Zuleta DICMA, Sapienza Università di Roma, Via Eudossiana 18, 00184 Roma, Italy Carla Lupi DICMA, Sapienza Università di Roma, Via Eudossiana 18, 00184 Roma, Italy https://orcid.org/0000-0003-4096-3592 Ferdinando Felli DICMA, Sapienza Università di Roma, Via Eudossiana 18, 00184 Roma, Italy https://orcid.org/0000-0002-7527-8096 Claudio Paris Centro Ricerche Enrico Fermi, Via Panisperna 89a, 00184 Roma, Italy Cristian Vendittozzi Faculty UnB Gama, Universidade de Brasília - UnB, Brasília, 72444-240 Gama Brasília-DF, Brazil https://orcid.org/0000-0003-0793-4052

Abstract

Safety of infrastructures represents one of the most significant concerns for governments and service providers to preserve people's well-being. One of the main ways to keep in safe facilities (buildings, bridges, railways, etc.) involves the use of monitoring sensor systems in charge of measuring critical operating conditions. Those measurements together with periodical maintenance, contribute to minimize potential risks that the infrastructure faces. The paper aims at designing, developing, and testing a monitoring system for mechanical stresses acting on the overhead contact wire (OCW) to ensure the operational safety of the railway network. In this regard, the paper proposes two Fiber Bragg Grating (FBG) sensors-based solutions, relying on the ability of these sensors to allow real-time and continuous data acquisition. The first one consists in a polyimide-coated sensor bonded on an OCW clamp, the second one is a copper-coated sensor hanging between the two separated halves of an OCW clamp. Significant results have been obtained mechanically testing both solutions, trying to simulate the operative conditions.

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Section
Structural Integrity and Safety: Experimental and Numerical Perspectives

How to Cite

Railway overhead contact wire monitoring system by means of FBG sensors. (2021). Fracture and Structural Integrity, 15(57), 246-258. https://doi.org/10.3221/IGF-ESIS.57.18

How to Cite

Railway overhead contact wire monitoring system by means of FBG sensors. (2021). Fracture and Structural Integrity, 15(57), 246-258. https://doi.org/10.3221/IGF-ESIS.57.18

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