光纤光栅机械应变放大传感器在结构健康监测中的应用

U. Nawrot, T. Geernaert, B. De Pauw, D. Anastasopoulos, E. Reynders, G. De Roeck, F. Berghmans
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引用次数: 11

摘要

基于振动的损伤识别是土木工程结构健康监测中常用的损伤检测和定位方法。它通常监测土木结构随时间的变化,以发现其固有频率,阻尼因子或模态位移的缓慢或突然变化。这种方法可以证明是非常强大的,但这些特性对局部损伤的敏感性可能相当低。此外,它们对环境影响的交叉敏感性可能完全掩盖损害的影响,甚至是严重损害的影响。相反,人们可以考虑模态应变和曲率,它们对局部损伤更敏感,但对这些量进行直接(准)分布式监测,具有足够的应变分辨率和足够的空间分辨率,目前的测量技术并不简单。这源于被测结构在环境或操作激励下发生的应变水平的小(亚微应变)振幅。为了解决这个问题,我们提出并演示了一种新型的机械传感器,它可以将施加在光纤布拉格光栅传感器上的应变放大约36倍。此外,传感器的谐振频率足够高,可以保证在环境激励下对土木结构进行准确的动态应变监测。
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Mechanical strain-amplifying transducer for fiber Bragg grating sensors with applications in structural health monitoring
A well-known structural health monitoring method used to detect and locate damage in civil engineering structures is vibration-based damage identification. It typically monitors the civil structure over time to spot slow or sudden changes in its natural frequencies, damping factors or modal displacements. This approach can prove very powerful, but the sensitivity of those properties to local damage can be rather low. In addition, their cross-sensitivity to environmental influences may completely mask the effect of damage, even of severe damage. Instead one can consider the modal strains and curvatures, which are much more sensitive to local damage, but direct (quasi-)distributed monitoring of these quantities with sufficient strain resolution as well as adequate spatial resolution is not straightforward with current measurement techniques. This stems from the small (sub-microstrain) amplitudes of the strain levels occurring following ambient or operational excitation of the structure under test. To deal with this issue we propose and demonstrate a novel mechanical transducer that amplifies the strain applied to an optical fiber Bragg grating sensor with a factor of about 36. In addition the transducer resonance frequencies are sufficiently high to ensure accurate dynamic strain monitoring of civil structures under ambient excitation.
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