Measurement on structural deformation of load-bearing power transmission tower based on 3D optical method

LIU Jian-wei; JIANG Zhi-qiang; LIU Yuan-peng; WEN Zhen-hua; LIANG Jin

doi:10.3788/OPE.20122005.0942

您当前的位置：

首页 >

文章列表页 >

Measurement on structural deformation of load-bearing power transmission tower based on 3D optical method

Article | 更新时间：2020-08-12

- Measurement on structural deformation of load-bearing power transmission tower based on 3D optical method
- Optics and Precision Engineering Vol. 20, Issue 5, Pages: 942-948(2012)
- 作者机构：
  
  1. 郑州航空工业管理学院,河南郑州 450015
  2. 西安交通大学机械工程学院,陕西西安 710049
- 作者简介：
- 基金信息：
- DOI：10.3788/OPE.20122005.0942
  CLC： TB92;TB879
- Received：11 October 2011，
  
  Revised：29 December 2011，
  
  Published Online：10 May 2012，
  
  Published：10 May 2012
- 稿件说明：
移动端阅览
刘建伟, 蒋志强, 刘元朋, 文振华, 梁晋. 输电塔架承载变形的三维光学测量[J]. 光学精密工程, 2012,20(5): 942-948

LIU Jian-wei, JIANG Zhi-qiang, LIU Yuan-peng, WEN Zhen-hua, LIANG Jin. Measurement on structural deformation of load-bearing power transmission tower based on 3D optical method[J]. Editorial Office of Optics and Precision Engineering, 2012,20(5): 942-948
刘建伟, 蒋志强, 刘元朋, 文振华, 梁晋. 输电塔架承载变形的三维光学测量[J]. 光学精密工程, 2012,20(5): 942-948 DOI： 10.3788/OPE.20122005.0942.

LIU Jian-wei, JIANG Zhi-qiang, LIU Yuan-peng, WEN Zhen-hua, LIANG Jin. Measurement on structural deformation of load-bearing power transmission tower based on 3D optical method[J]. Editorial Office of Optics and Precision Engineering, 2012,20(5): 942-948 DOI： 10.3788/OPE.20122005.0942.

摘要

考虑输电塔架结构复杂

需要做承载变形真型实验来检测塔架实际承载能力的问题

本文提出了一种三维全场变形光学测量方法来解决塔架真型试验中存在的大尺寸、大变形、多测点、三维变形、塔架承载形态保持时间短等测量难点。该方法基于工业近景摄影测量技术重建单个状态下塔架测点的三维结构

利用具有身份信息的人工标志点来实现不同状态测量结果的对齐。通过跟踪固定在塔架上的变形点

计算相应部位的位移来获取真型塔架在不同负载下的整体变形。精度评估实验表明

提出的方法测量精度优于0.1 mm/4 m;真型实验显示

测量结果能够为塔架结构力学性能分析和改进塔架设计提供有价值的参考数据。该方法具有现场工作量小、不干扰测量对象、量程弹性大等优点

能够满足各型塔架三维变形测量对效率和精度的要求。

Abstract

The actual load-bearing capacities of Power Transmission Towers(PTTs) should be estimated by a real-scale model experiment due to their complex structures

therefore an optical full-field 3D deformation measurement method is proposed to overcome the difficulties of large-scale

large-displacement

3D deformation

rapid multi-point measurement in PTT real-scale model experiments. Based on close-range photogrammetry technology

this method utilizes specialized markers as measured targets to reconstruct the 3D coordinates of those pre-pasted artificial targets through analyzing the captured photo-set in each epoch

then it conducts the coordinate system global registration according to un-movable targets. By tracking and comparing the 3D coordinates of the deformable targets between different epoches

the 3D load-deformation diagram of the PPT stucture is obtained. Acceptance experiment results indicate that the accuracy of this method could reach about 0.1 mm/4 m and real-scale model experiments show the proposed method could meet accuracy and efficiency requirements of PPT load-deformation measurement. Comparing with traditional deformation sensors

the proposed method can satisfy measuring requirements of non-contact(non-interfere)

on-spot

high precision

rapid speed

strong anti-jamming and stabilization.

关键词

Keywords

references

赵滇生. 输电塔架结构的理论分析与受力性能研究 . 杭州: 浙江大学 ,2003. ZHAO S S. The Theoretical Analysis and Study of Machanical Behaviour for Transmission Tower . Hangzhou: Zhejiang University, 2003. (in Chinese)[2] MOON B W, PARK J H, LEE S K, et al.. Performance evaluation of a transmission tower by substructure test[J]. Journal of Constructional Steel Research, 2009,6(5):1-11.[3] FRASER C S. Monitoring the thermal deformation of steel beams via vision metrology[J]. ISPRS Journal of Photogrammetry & Remote Sensing, 2000,55(4):268-276.[4] JIANG R, JAUREGUI D V. A novel network control method for photogrammetric bridge measurement[J]. Experimental Techniques, 2007,5(6):48-53.[5] 徐芳, 于承新, 黄桂兰,等. 利用数字摄影测量进行钢结构挠度的变形监测 [J].武汉大学学报(信息科学版),2001,26(3):256-260. XU F, YU CH X, HUANG G L, et al.. The monitor of steel structure bend deformation based on digital photogrammetry[J]. Editoral Board of Geomatics and Information Science of Wuhan University, 2001,26(3):256-260. (in Chinese)[6] 余永生. 一种典型工程结构风致振动现场测量 [J]. 实验流体力学, 2006,20(4):73-76. YU Y SH, BI W T, LIANG B. Field measurements of wind-induced vibration of a structure[J]. Journal of Experiments in Fluid Mechanics, 2006,20(4):73-76. (in Chinese)[7] JIANG R, JAUREGUI D V, WHITE K R. Close-range photogrammetry applications in bridge measurement: literature review[J]. Measurement, 2008, 41(8): 823-834.[8] CHANG C, JI Y. Flexible videogrammetric technique for three-dimensional structural vibration measurement[J]. Journal of Engineering Mechanics, 2007, 133: 656-664.[9] 刘建伟,梁晋,梁新合,等. 大尺寸工业视觉测量系统 [J].光学精密工程,2010,18(1):126-134. LIU J W, LIANG J, LIANG X H, et al.. Industrial vision measuring system for large dimension work-pieces[J]. Opt. Precision Eng., 2010,18(1):126-134. (in Chinese).[10] 韩建栋,吕乃光,王锋,等. 采用光学定位跟踪技术的三维数据拼接方法 [J].光学精密工程,2009,17(1):45-51. HAN J D, LV N G, WANG F, et al.. 3D data registration method based on optical location tracking technology[J]. Opt. Precision Eng., 2009,17(1):45-51. (in Chinese).[11] 陈刚,姚英学. 多视点大空间三维坐标数据归一化方法 [J].光学精密工程,2008,16(7):1309-1314. CHEN G, YAO Y X. 3D datum mosaic method of multi-view and large scale based on optical coding[J]. Opt. Precision Eng., 2008,16(7):1309-1314. (in Chinese) .[12] SANT Y L, MIGNOSI A, DELEGLISE B. Model deformation measurement (MDM) at onera . 25th AIAA Applied Aerodynamics Conference, Miami, FL, 2007:1-8.[13] LICHTI D D, GUMULYA M M, HORSLEY R R. Determination of trajectories of metallic spheres settling in non-newtonian fluids[J]. The Photogrammetric Record, 2009, 24(125): 37-50.

Views

516

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

High-precision measurement of steel structure based on LiDAR and UAV

Measurement of continuous deformation of thin-walled spheres compressed by a rigid plate

Solution of plenty of marks in photogrammetry by bundle adjustment

Calibration of stereo microscope measurement systems

Detection and recognition of cyclic coded targets

Related Author

You-shan ZHAO

Yu-quan ZHOU

Bing-nan YAN

Ming HUANG

Meng-xi SUN

Ming GUO

HE Xiao-yuan

YANG Fu-jun

Related Institution

School of Geomatics and Urban Spatial Informatics， Beijing University of Civil Engineering and Architecture

Representative Architecture and Ancient Architecture Database Engineering Research Center of Ministry of Education

Key Laboratory of Urban Spatial Information， Ministry of Natural Resources

China Academy of Building Research

Jiangsu Key Laboratory of Engineering Mechanics, Southeast University

AI问答

Address：No.3888 Dong Nanhu Road, Changchun, Jilin, China Postal code：130033
Tel：0431-86176855 Email：gxjmgc@ciomp.ac.cn
Technical support is provided by Beijing Founder electronics co., LTD 吉ICP备11002662号-17 京公网安备11010802024621
It is recommended to read the content of this site in Chrome&IE9+. Please switch to extreme mode in browser 360.
Cookies We use cookies to help provide and enhance our service and tailor content. By continuing, you agree to the use of cookies.

⁰