Long-term reliability assessment of OBR based DOFS on reinforced concrete elements
The authors conducted a laboratory experiment where two reinforced concrete beams were instrumented with a Distributed Optical Fiber Sensors that were adhered to allow the measuring of strain on four different longitudinal segments on their bottom surface.A fatigue test was then conducted on these elements where the load range was the one expected on a standard highway bridge between its permanent and the additional traffic load.Furthermore,each longitudinal segment of the DOFS was adhered to the concrete using a different adhesive in order to assess the optimal one in these fatigue conditions.The obtained data is then compared with strain gauges that were also instrumented on the concrete beams.
distributed optical fiber sensors structural health monitoring fatigue testing concrete bridges monitoring
Antonio Barrias Joan R.Casas Sergi Villalba
Department of Civil and Environmental Engineering,Technical University of Catalonia,Barcelona,Spain Department of Engineering and Construction Projects,Technical University of Catalonia,Terrassa(Barce
国际会议
The 7th World Conference on Structural Control and Monitoring(7WCSCM)(第七届结构控制与监测世界大会)
青岛
英文
2692-2702
2018-07-22(万方平台首次上网日期,不代表论文的发表时间)