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首页> 外文期刊>Journal of applied geodesy >Measurement of Deflection in Concrete Beams During Fatigue Loading Test Using the Microsoft Kinect 2.0
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Measurement of Deflection in Concrete Beams During Fatigue Loading Test Using the Microsoft Kinect 2.0

机译:使用Microsoft Kinect 2.0进行疲劳载荷测试期间混凝土梁的挠度测量

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摘要

This study focuses on 3 Hz fatigue load testing of a reinforced concrete beam in laboratory conditions. Three-dimensional (3D) image time series of the beam's top surface were captured with the Microsoft time-of-flight Kinect 2.0 sensor. To estimate the beam deflection, the imagery was first segmented to extract the top surface of the beam. The centre line was then modeled using third-order B-splines. The deflection of the beam as a function of time was estimated from the modeled centre line and, following past practice, also at several witness plates attached to the side of the beam. Subsequent correlation of the peak displacement with the applied loading cycles permitted estimation of fatigue in the beam. The accuracy of the deflections was evaluated by comparison with the measurements obtained using a Keyence LK-G407 laser displacement sensors. The results indicate that the deflections can be recovered with sub-millimetre accuracy using the centreline profile modelling method.
机译:这项研究的重点是在实验室条件下钢筋混凝土梁的3 Hz疲劳载荷测试。使用Microsoft飞行时间Kinect 2.0传感器捕获了光束顶表面的三维(3D)图像时间序列。为了估计光束的偏转,首先将图像分割以提取光束的顶面。然后使用三阶B样条对中心线建模。根据建模的中心线,并根据过去的实践,还可以在连接到梁侧面的几个见证板上估算梁随时间的挠度。峰值位移与所施加的载荷循环的随后相关性允许估计梁中的疲劳。通过与使用Keyence LK-G407激光位移传感器获得的测量结果进行比较,评估了偏转的准确性。结果表明,可以使用中心线轮廓建模方法以亚毫米精度恢复变形。

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