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Structural Health Monitoring of Underground Structures in Reclamation Area Using Fiber Bragg Grating Sensors

机译:利用光纤布拉格光栅传感器对开垦区地下结构的结构健康进行监测

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摘要

The long-term structural performance of underground structures in reclamation areas is very sensitive to the vibrations caused by vehicles passing above the structures and environmental factors (e.g., tide levels, rainfall and temperature). In the present study, an integrated remote real-time structural health monitoring system using fiber Bragg grating sensors was developed to assess the structural performance of underground structures. Using a composite road box-type structure project in a reclamation area in Southern China as a case study, the developed real-time system was implemented to investigate the effects of changes in tide levels, rainfall, temperature and vehicle induced vibrations on crack propagation in the structure. The results show that the change in tide levels has little influence on the change in crack width in the structure, whereas variations in temperature could significantly influence the crack width with an average Pearson correlation of around 0.8. In addition, the crack width generally decreases with an increase in rainfall. Furthermore, a relatively low frequency (<25 Hz) induced by the traffic could result in a relatively larger crack width.
机译:填海区地下结构的长期结构性能对车辆通过结构上方引起的振动和环境因素(例如潮汐水平,降雨和温度)非常敏感。在本研究中,开发了使用光纤布拉格光栅传感器的集成远程实时结构健康监测系统,以评估地下结构的结构性能。以中国南部某垦区的复合路箱式结构项目为例,开发了实时系统,研究了潮位,降雨,温度和车辆诱发的振动的变化对裂纹扩展的影响。结构。结果表明,潮汐变化对结构裂缝宽度的变化影响很小,而温度变化会显着影响裂缝宽度,平均皮尔逊相关系数约为0.8。另外,裂缝宽度通常随着降雨的增加而减小。此外,交通引起的相对较低的频率(<25 Hz)可能导致相对较大的裂缝宽度。

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