School of Mechanical and Power Engineering, Henan Polytechnic University, Jiaozuo 454003, China.
National Institute of Metrology, Beijing 100029, China.
Sensors (Basel). 2023 Mar 13;23(6):3059. doi: 10.3390/s23063059.
Strain sensors, especially fiber Bragg grating (FBG) sensors, are of great importance in structural health monitoring, mechanical property analysis, and so on. Their metrological accuracy is typically evaluated by equal strength beams. The traditional strain calibration model using the equal strength beams was built based on an approximation method by small deformation theory. However, its measurement accuracy would be decreased while the beams are under the large deformation condition or under high temperature environments. For this reason, an optimized strain calibration model is developed for equal strength beams based on the deflection method. By combining the structural parameters of a specific equal strength beam and finite element analysis method, a correction coefficient is introduced into the traditional model, and an accurate application-oriented optimization formula is obtained for specific projects. The determination method of optimal deflection measurement position is also presented to further improve the strain calibration accuracy by error analysis of the deflection measurement system. Strain calibration experiments of the equal strength beam were carried out, and the error introduced by the calibration device can be reduced from 10 με to less than 1 με. Experimental results show that the optimized strain calibration model and the optimum deflection measurement position can be employed successfully under large deformation conditions, and the deformation measurement accuracy is improved greatly. This study is helpful to effectively establish metrological traceability for strain sensors and furthermore improve the measurement accuracy of strain sensors in practical engineering scenarious.
应变传感器,特别是光纤布拉格光栅(FBG)传感器,在结构健康监测、机械性能分析等方面具有重要意义。其计量精度通常通过等强度梁进行评估。传统的基于小变形理论的等强度梁应变标定模型是基于近似方法建立的。然而,当梁处于大变形条件或高温环境下时,其测量精度会降低。为此,本文基于挠度法开发了一种用于等强度梁的优化应变标定模型。通过结合特定等强度梁的结构参数和有限元分析方法,将校正系数引入传统模型,得到适用于特定项目的精确应用导向优化公式。通过对挠度测量系统的误差分析,还提出了确定最佳挠度测量位置的方法,以进一步提高应变标定精度。对等强度梁进行了应变标定实验,标定装置引入的误差可从 10με 降低到 1με 以下。实验结果表明,在大变形条件下,优化后的应变标定模型和最佳挠度测量位置能够成功应用,大大提高了变形测量精度。本研究有助于有效建立应变传感器的计量溯源性,并进一步提高应变传感器在实际工程场景中的测量精度。