Nagulapally Prashanth, Shamsuddoha Md, Rajan Ginu, Djukic Luke, B Prusty Gangadhara
ARC Training Centre for Automated Manufacture of Advanced Composites, School of Mechanical and Manufacturing Engineering, Sydney, NSW 2052, Australia.
School of Electrical, Computer, and Telecommunications Engineering, University of Wollongong, Wollongong, NSW 2522, Australia.
Sensors (Basel). 2021 Jan 25;21(3):782. doi: 10.3390/s21030782.
Distributed fibre optic sensors (DFOS) are popular for structural health monitoring applications in large engineering infrastructure because of their ability to provide spatial strain measurements continuously along their lengths. Curved paths, particularly semicircular paths, are quite common for optical fibre placement in large structures in addition to straight paths. Optical fibre sensors embedded in a curved path configuration typically measure a component of strain, which often cannot be validated using traditional approaches. Thus, for most applications, strain measured along curved paths is ignored as there is no proper validation tool to ensure the accuracy of the measured strains. To overcome this, an analytical strain transformation equation has been developed and is presented here. This equation transforms the horizontal and vertical strain components obtained along a curved semicircular path into a strain component, which acts tangentially as it travels along the curved fibre path. This approach is validated numerically and experimentally for a DFOS installed on a steel specimen with straight and curved paths. Under tensile and flexural loading scenarios, the horizontal and vertical strain components were obtained numerically using finite element analysis and experimentally using strain rosettes and then, substituted into the proposed strain transformation equation for deriving the transformed strain values. Subsequently, the derived strain values obtained from the proposed transformation equation were validated by comparing them with the experimentally measured DFOS strains in the curved region. Additionally, this study has also shown that a localised damage to the DFOS coating will not impact the functionality of the sensor at the remaining locations along its length. In summary, this paper presents a valid strain transformation equation, which can be used for transforming the numerical simulation results into the DFOS measurements along a semicircular path. This would allow for a larger scope of spatial strains measurements, which would otherwise be ignored in practice.
分布式光纤传感器(DFOS)因其能够沿其长度连续提供空间应变测量值,在大型工程基础设施的结构健康监测应用中很受欢迎。除了直线路径外,弯曲路径,特别是半圆形路径,在大型结构中的光纤铺设中也很常见。嵌入弯曲路径配置中的光纤传感器通常测量应变分量,而这往往无法用传统方法进行验证。因此,在大多数应用中,沿弯曲路径测量的应变被忽略,因为没有合适的验证工具来确保测量应变的准确性。为了克服这一问题,本文开发并提出了一个解析应变转换方程。该方程将沿弯曲半圆形路径获得的水平和垂直应变分量转换为一个应变分量,该应变分量在沿弯曲光纤路径传播时沿切线方向起作用。对于安装在具有直线和弯曲路径的钢试件上的DFOS,该方法在数值和实验上均得到了验证。在拉伸和弯曲加载情况下,使用有限元分析数值获得水平和垂直应变分量,并使用应变片进行实验测量,然后将其代入所提出的应变转换方程中,以推导转换后的应变值。随后,通过将从所提出的转换方程中获得的推导应变值与弯曲区域中实验测量的DFOS应变进行比较,对其进行了验证。此外,该研究还表明,DFOS涂层的局部损坏不会影响传感器沿其长度其余位置的功能。总之,本文提出了一个有效的应变转换方程,可用于将数值模拟结果转换为沿半圆形路径的DFOS测量值。这将允许进行更大范围的空间应变测量,而这些测量在实际中否则会被忽略。