Precise Photogrammetric Reconstruction Using Model-Based Image Fitting for 3D Beam Deformation Monitoring

被引:40
作者
Kwak, Eunju [1 ]
Detchev, Ivan [1 ]
Habib, Ayman [1 ]
El-Badry, Mamdouh [2 ]
Hughes, Christine [3 ]
机构
[1] Univ Calgary, Dept Geomat Engn, Calgary, AB T2N 1N4, Canada
[2] Univ Calgary, Dept Civil Engn, Calgary, AB T2N 1N4, Canada
[3] Univ Calgary, Dept Mech & Mfg Engn, Calgary, AB T2N 1N4, Canada
基金
加拿大自然科学与工程研究理事会;
关键词
Photogrammetry; Deformation; Monitoring; Deflection; Displacement; Infrastructure; Structural health monitoring; 3D reconstruction; Deformation monitoring; Vertical deflections; Planimetric displacements; LASER; CALIBRATION; STABILITY; RECTANGLE;
D O I
10.1061/(ASCE)SU.1943-5428.0000105
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Periodic structural health monitoring of infrastructure systems is important to avoid economic losses and human casualties. Traditionally, deformation monitoring has been done through surveying techniques. Recently, with the increased availability of inexpensive off-the-shelf cameras, photogrammetry has become a viable noncontact alternative for complete three-dimensional reconstruction of the object or surface of interest. This paper aims at combining two methodologies of photogrammetric reconstructionimage-matching-based reconstruction and model-based image fittingto achieve submillimeter precision for the estimation of both vertical deflections and horizontal displacements. The proposed methodology was tested with data collected using a photogrammetric system at a structures laboratory where a concrete beam was subjected to different loading conditions by a hydraulic actuator. The experimental results showed that the photogrammetric system was capable of monitoring both static and dynamic deformations. The methodology used exhibited a high level of automation and the final results yielded a root-mean-square error (RMSE) of half a millimeter.
引用
收藏
页码:143 / 155
页数:13
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