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Distributed Deformation Monitoring for a Single-Cell Box Girder Based on Distributed Long-Gage Fiber Bragg Grating Sensors

机译:基于分布式长时差纤维布拉格光栅传感器的单细胞箱梁分布式变形监测

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Distributed deformation based on fiber Bragg grating sensors or other kinds of strain sensors can be used to monitor bridges during operation. However, most research on distributed deformation monitoring has focused on solid rectangular beams rather than box girdersa kind of typical hollow beam widely employed in actual bridges. The deformation of a single-cell box girder contains bending deflection and also two additional deformations respectively caused by shear lag and shearing action. This paper revises the improved conjugated beam method (ICBM) based on the long-gage fiber Bragg grating (LFBG) sensors to satisfy the requirements for monitoring the two additional deformations in a single-cell box girder. This paper also proposes a suitable LFBG sensor placement in a box girder to overcome the influence of strain fluctuation on the flange caused by the shear lag effect. Results from numerical simulations show that the theoretical monitoring errors of the revised ICBM are typically 0.3-1.5%, and the maximum error is 2.4%. A loading experiment for a single-cell box gilder monitored by LFBG sensors shows that most of the practical monitoring errors are 6-8% and the maximum error is 11%.
机译:基于光纤布拉格光栅传感器或其他类型的应变传感器的分布式变形可用于在操作期间监测桥梁。然而,大多数关于分布式变形监测的研究集中在实体矩形梁上,而不是在实际桥接中广泛采用的典型空心梁的盒式梁。单细胞箱梁的变形含有弯曲偏转以及分别由剪切滞后和剪切作用引起的两个额外变形。本文改变了基于长量磁光纤布拉格光栅(LFBG)传感器的改进的共轭光束法(ICBM),以满足监测单细胞箱梁中的两个附加变形的要求。本文还提出了在箱梁中的合适的LFBG传感器放置,以克服由剪切滞后效果引起的凸缘的应变波动的影响。数值模拟的结果表明,修订的ICBM的理论监测误差通常为0.3-1.5%,最大误差为2.4%。由LFBG传感器监测的单细胞盒式机器人的加载实验表明,大多数实际监测误差为6-8%,最大误差为11%。

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