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      Experimental Investigation and Error Analysis of High Precision FBG Displacement Sensor for Structural Health Monitoring

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          Abstract

          High precision structural displacement monitoring is challenging, but an effective method for structural health monitoring and particularly damage evaluation. In this paper, a high precision fiber Bragg grating (FBG) displacement sensor with embedded spring is developed to monitor structural displacement variation even at very small ranges. The principle of such monitoring is based on the central wavelength shifts in accordance with the displacement between measuring points. Calibration experiments are conducted to examine the performance of the innovative displacement sensor. The result indicates that the sensor has excellent linearity and repeatability, with the sensitivity coefficient being 23.96[Formula: see text]pm/mm, and the static relative error is 4.94% after three loading and unloading cycles. The displacement sensor therefore shows an excellent sensitivity and high precision for application. Moreover, it has been verified that this sensor is suitable and applicable for displacement monitoring in quasi-static experiment of structures.

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          Most cited references27

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          Is Open Access

          Nonlinear dynamic behavior of simply-supported RC beams subjected to combined impact-blast loading

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            The Strain Transfer Mechanism of Fiber Bragg Grating Sensor for Extra Large Strain Monitoring

            This research focuses on a desensitization method to develop a wide-range FBG sensor for extra-large strain monitoring, which is an essential requirement in large scale infrastructures or for some special occasions. Under appropriate hypotheses, the strain transfer distribution of wide-range FBG sensor based on the shear-lag theory is conducted to improve the accuracy of extra-large strain measurements. It is also discussed how the elastic modulus of adhesive layer affects the strain transfer rate. Two prototypes in different monitoring ranges are designed and fabricated by two layers of steel pipe encapsulation. The presented theoretical model is verified by experimental results. Moreover, it is demonstrated that experimentation in regards to the calibration of the wide-range FBG sensor, improved the amplification coefficient up to 2.08 times and 3.88 times, respectively. The static errors are both calculated and analyzed in this experiment. The wide-range FBG strain sensor shows favourable linearity and stability, which is an excellent property of sensors for extra-large strain monitoring.
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              Bridge Displacement Monitoring Method Based on Laser Projection-Sensing Technology

              Bridge displacement is the most basic evaluation index of the health status of a bridge structure. The existing measurement methods for bridge displacement basically fail to realize long-term and real-time dynamic monitoring of bridge structures, because of the low degree of automation and the insufficient precision, causing bottlenecks and restriction. To solve this problem, we proposed a bridge displacement monitoring system based on laser projection-sensing technology. First, the laser spot recognition method was studied. Second, the software for the displacement monitoring system was developed. Finally, a series of experiments using this system were conducted, and the results show that such a system has high measurement accuracy and speed. We aim to develop a low-cost, high-accuracy and long-term monitoring method for bridge displacement based on these preliminary efforts.
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                Author and article information

                Journal
                International Journal of Structural Stability and Dynamics
                Int. J. Str. Stab. Dyn.
                World Scientific Pub Co Pte Ltd
                0219-4554
                1793-6764
                June 2020
                April 24 2020
                June 2020
                : 20
                : 06
                : 2040011
                Affiliations
                [1 ]School of Civil Engineering, Shenyang Jianzhu University, Shenyang 110168, P. R. China
                [2 ]CCTEG Shenyang Engineering Company, Shenyang 110168, P. R. China
                [3 ]Shanghai Urban Construction Vocational College, Shanghai 200438, P. R. China
                [4 ]Department of Civil Engineering, Shanghai University, Shanghai 200444, P. R. China
                Article
                10.1142/S0219455420400118
                6d146e23-165e-4dd1-a54b-9c1fcdff8ff4
                © 2020
                History

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