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[Invited speech]Reflection methods of structural parameters under different loading conditions based on optical fiber sensing data

Reflection methods of structural parameters under different loading conditions based on optical fiber sensing data
ID:40 View Protection:ATTENDEE Updated Time:2025-08-14 16:09:18 Hits:30 Invited speech

Start Time:2025-08-16 16:55 (Asia/Shanghai)

Duration:15min

Session:[S2] 8月16日下午 分会报告 » [S2-4] 分会场四

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Abstract
The health condition assessment of long-span structures (i.e., shells, beams and pipes) has always been important for tracking the service safety state. Effectively monitoring the large-scale deformation of these structures can be adopted to diagnose the structural performance and identify the possible damage. To improve the measurement accuracy and durability of the sensors, improved packaging design for optical fiber sensing element is expected to enhance the monitoring feasibility and stability. Therefore, flexible silicone elastomer packaged quasi-distributed optical fiber sensor is proposed and tested on the structures under static and dynamic loads. Comparison analysis on the bending strain measurement with bare fiber Bragg grating (FBG) and packaged FBGs in series has been conducted. Parametric reflection method is theoretically proposed for the packaged sensor subjected to bending action. Simulation analysis has also been performed to validate the effectiveness of the proposed sensor and the corrected calibration coefficient deduced from the theoretical analysis. Results show that the flexible packaged optical fiber sensor has stable performance for measuring the bending induced compressive or tensile deformation of the structure. Suggestions on the parametric reflection methods under different working cases have also been given. The proposed parametric reflection method can accurately calibrate the quasi-distributed and distributed optical fiber sensors. The study can promote the precise and feasible application of distributed optical fiber sensors in bending strain measurement.
 
Keywords
Speaker
王花平
副教授 兰州大学

王花平,女,博士,副教授,现任兰州大学土木工程与力学学院副教授。在武汉理工大学分别于2007年获得工程力学专业学士学位和2009年获得结构工程专业硕士学位,2015年在大连理工大学获得博士学位,师从结构健康监测领域国际著名课题组欧进萍院士团队。2015年至2017年在香港理工大学做访问学者,分别师从戴建国教授和长江学者倪一清教授,研究基于光纤传感器的高铁轨道结构健康监测与控制。2017年至2018年,在中南大学高速铁路建设国家工程实验室工作(长江学者蒋丽忠教授及向平教授团队)。主持国家自然科学基金青年基金、陇原青年创新创业人才团队项目、国家外专项目等。研究方向包括结构健康监测、光纤传感技术及其应变传递理论、智能传感器、损伤识别与状态评估以及智能CFRP结构性能表征方法。担任交通运输工程学报、工程科学与技术、天津大学学报(英文版)、应用力学学报等期刊青年编委,在国际知名SCI和EI期刊上发表了60多篇论文,获甘肃省土木建筑学会科学技术二等奖1项。
 

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