The Measurement Method of Target Pose Based on Feature Points Position Calibration

被引:0
作者
Min Y.-Z. [1 ,2 ]
Tao J. [1 ]
Ren W.-Z. [1 ]
机构
[1] School of Automation and Electrical Engineering, Lanzhou Jiaotong University, Lanzhou
[2] Gansu Provincial Engineering Research Center for Artificial Intelligence and Graphics and Image Processing, Lanzhou
来源
Zidonghua Xuebao/Acta Automatica Sinica | 2020年 / 46卷 / 03期
基金
中国国家自然科学基金;
关键词
Measurement accuracy; Monitoring system; Position calibration; Posture solution; Subgrade settlement;
D O I
10.16383/j.aas.c190217
中图分类号
学科分类号
摘要
Aiming at the problem of measurement error caused by the deflection of the target and the camera in the image subgrade settlement monitoring system due to vibration, a pose measurement method based on 4 feature points position calibration was proposed. Firstly, the operational principle of the image based settlement monitoring method was introduced and the components and working model of the online surface settlement monitoring system were described. Then, different from the traditional feature points a pose measurement system with the 4 feature points target surface is designed, and using special feature point to calibrate the target surface. Finally, the method of target pose based on rectangular side length known was proposed. Experimental results show that the angle error of this method is smaller than that of the iterative method, the relative error of the pose solution is reduced by 1.2 %. When the deflection angle is less than 2°, the method solves the rotation angle error of less than 0.09°, the relative angular error is 1.003 %. The time and accuracy of the proposed method can meet the requirements of the monitoring system, it can also be applied to scenes in the monitoring system that require real-time calibration of the camera and target. Copyright © 2020 Acta Automatica Sinica. All rights reserved.
引用
收藏
页码:509 / 517
页数:8
相关论文
共 21 条
[1]  
Liu Xue-Zhu, Chen Guo-Xing, Advances in researches on mechanical behavior of subgrade soils under repeated-load of high-speed track vehicles, Journal of Disaster Prevention and Mitigation Engineering, 28, 2, pp. 248-255, (2008)
[2]  
Mao Bo, Discussion on the settlement problem of railway subgrade and its control measures, Science and Technology Information, 28, 13, pp. 99-100, (2008)
[3]  
Liao Shi-Fang, Ye Man-Zhu, Design scheme for subgrade settlement automatic monitoring system on Lanzhou-Wulumuqi high-speed railway, High Speed Railway Technology, 4, 5, pp. 26-30, (2013)
[4]  
Zhang Yu-Zhi, Du Yan-Liang, Sun Bao-Chen, Liang Jian-Chang, High-speed railway ballastless track roadbed settlement monitoring method based on fluid pressure differential, Journal of Beijing Jiaotong University, 37, 1, pp. 80-84, (2013)
[5]  
Tan Q L, Xie C., Comparison and analysis of permafrost railway subgrade settlement deformation monitoring, Applied Mechanics and Materials, 226-228, pp. 1651-1654, (2012)
[6]  
Hua Mei, Analysis on common settlement deformation monitoring methods for high-speed railway subgrade, Railway Standard Design, 58, s1, pp. 122-125, (2014)
[7]  
Zhao Hong-Yong, Liu Jian-Kun, Cui Jiang-Yu, Cognition and evaluation of monitoring method for subgrade settlement of high speed railway, Subgrade Engineering, 6, pp. 15-17, (2001)
[8]  
Wei Feng-Hai, Several causes of high-speed railway subgrade settlement and its monitoring method, Road Machinery and Construction Mechanization, 27, 10, pp. 24-27, (2010)
[9]  
Yu Qi-Feng, Jiang Guang-Wen, Ding Xiao-Hua, Yang Shang, Research on measurement method and system of optical line camera measurement for measuring large ship hull deformation, Proceedings of the China Society of Theoretical and Applied Mechanics, (2007)
[10]  
Jiang Guang-Wen, Research on Camera Measurement Method and Ship Deformation Measurement, (2010)