Tang Yongsheng, Ren Zhongdao
School of Urban Rail Transportation, Soochow University, Suzhou 215137, China.
Department of Civil Engineering, Yanshan University, Qinhuangdao 066004, China.
Sensors (Basel). 2017 Feb 20;17(2):411. doi: 10.3390/s17020411.
The neutral axis position (NAP) is a key parameter of a flexural member for structure design and safety evaluation. The accuracy of NAP measurement based on traditional methods does not satisfy the demands of structural performance assessment especially under live traffic loads. In this paper, a new method to determine NAP is developed by using modal macro-strain (MMS). In the proposed method, macro-strain is first measured with long-gauge Fiber Bragg Grating (FBG) sensors; then the MMS is generated from the measured macro-strain with Fourier transform; and finally the neutral axis position coefficient (NAPC) is determined from the MMS and the neutral axis depth is calculated with NAPC. To verify the effectiveness of the proposed method, some experiments on FE models, steel beam and reinforced concrete (RC) beam were conducted. From the results, the plane section was first verified with MMS of the first bending mode. Then the results confirmed the high accuracy and stability for assessing NAP. The results also proved that the NAPC was a good indicator of local damage. In summary, with the proposed method, accurate assessment of flexural structures can be facilitated.
中性轴位置(NAP)是用于结构设计和安全评估的受弯构件的关键参数。基于传统方法的NAP测量精度无法满足结构性能评估的要求,尤其是在交通活载作用下。本文提出了一种利用模态宏应变(MMS)确定NAP的新方法。在所提方法中,首先使用长标距光纤布拉格光栅(FBG)传感器测量宏应变;然后通过傅里叶变换从测量得到的宏应变中生成MMS;最后根据MMS确定中性轴位置系数(NAPC),并利用NAPC计算中性轴深度。为验证所提方法的有效性,对有限元模型、钢梁和钢筋混凝土(RC)梁进行了一些试验。结果表明,首先通过第一弯曲模态的MMS验证了平截面假定。然后结果证实了评估NAP时的高精度和稳定性。结果还证明NAPC是局部损伤的良好指标。总之,利用所提方法可以促进对受弯结构的精确评估。