王婧, 李双江, 田石柱. 双目立体视觉技术在结构试验中的应用[J]. 应用光学, 2018, 39(6): 821-826. DOI: 10.5768/JAO201839.0601008
引用本文: 王婧, 李双江, 田石柱. 双目立体视觉技术在结构试验中的应用[J]. 应用光学, 2018, 39(6): 821-826. DOI: 10.5768/JAO201839.0601008
Wang Jing, Li Shuangjiang, Tian Shizhu. Application of binocular stereo vision technology in structural test[J]. Journal of Applied Optics, 2018, 39(6): 821-826. DOI: 10.5768/JAO201839.0601008
Citation: Wang Jing, Li Shuangjiang, Tian Shizhu. Application of binocular stereo vision technology in structural test[J]. Journal of Applied Optics, 2018, 39(6): 821-826. DOI: 10.5768/JAO201839.0601008

双目立体视觉技术在结构试验中的应用

Application of binocular stereo vision technology in structural test

  • 摘要: 传统的动态位移测量方法属于接触式测量,常用应变式位移计直接测量结构变形,其测量精度往往取决于位移计安装情况,且测量的电信号容易受到试验环境的影响。随着光学测量技术的不断发展,基于双目立体视觉和数字图像处理技术的光学测量方法已开始应用于位移测量。为了解决传统动态位移测量的精度问题和环境对信号的干扰问题,将双目立体视觉技术应用到三层钢框架结构的振动台试验中,对结构在地震作用下的位移进行测量。研究结果表明:从位移时程和位移偏差率两方面同传统测量方法进行对比分析,光学测量方法减少了2.0 s~3.5 s的相对滞后时间,增强数据可靠性;位移偏差率最大为7.03%,最小为0.02%,均在测量误差允许范围之内,验证了光学测量位移方法在结构抗震试验中的可行性及优越性。

     

    Abstract: The traditional dynamic displacement measurement method is classified as the contact measurement method, the strain displacement meter is often used to measure the structural deformation directly, and its measuring precision is often determined by the installation of the displacement meter. In addition, the electrical signals measured by it are easily affected by the experimental environment. With the continuous development of optical measurement technology, the optical measurement method based on binocular stereo vision and digital image processing technology has been applied to displacement measurement. In order to solve the accuracy problem of traditional dynamic displacement measurement and the interference of environment to the signal, the binocular stereo vision technology was applied to the shaking table test of a three-story steel frame structure, the displacement time history of the structure under earthquake action was measured.The displacement time history and displacement deviation rate were compared and analyzed with the traditional measurement methods. The results show that the optical measurement method reduces the relative lag time of 2.0 s~3.5 s and enhances the reliability of data. The maximum displacement deviation rate is 7.03% and the minimum is 0.02%, which is within the allowable range of measurement error, verifying the feasibility and superiority of the optical displacement measurement method in the structural seismic test.

     

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