分布式光纤技术用于工程结构损伤识别

Xiaoma Dong, Liqiang Zhou
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引用次数: 0

摘要

采用岩土工程大三轴剪切试验,进行光纤监测岩石滑移模型试验和光纤监测钢-混凝土界面滑移模型试验。首先,获得了滑动距离和光损耗数据及其动态范围;其次,建立了滑动距离与光纤损耗的关系曲线及拟合方程;最后,提出了光纤传感技术在岩石工程(高边坡工程、坝基工程)边坡稳定和地质灾害监测中的典型应用。结果表明,光纤传感非常灵敏,损耗值为30 ~ 50dB。岩滑监测纤维的动态范围为3 ~ 3.5mm,界面滑移监测纤维的动态范围为1.6mm。因此,传感系统可以检测混凝土与钢板之间界面的滑动过程。为复合材料的滑移监测提供参考。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Distributed Fiber Optical Technology for Damage Identification of Engineering Structure

To conduct optical fiber monitoring rock slide model test and optical fiber monitoring of steel concrete interface slip model test, the large triaxial shear test of geotechnical engineering was used. First, the data of sliding distance and optical loss and their dynamic range were obtained. Second, the slide distance and fiber loss relation curve and the fitting equation were worked out. Finally, the typical applications of optical fiber sensing technology in Rock Engineering (high slope engineering, rock foundation of Dam Engineering) slope stability and geological disaster monitoring were put forward.The results showed that optical fiber sensing was very sensitive, and the loss value was 30 to 50dB. The dynamic range of rock slide monitoring fiber was 3 to 3.5mm, and the dynamic range of the interface slip monitoring fiber was 1.6mm. Thus, the sensing system can detect the sliding process of the interface between the concrete and the steel plate. It provides some reference for the sliding monitoring of the composite materials.

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