通过使用模具标记器实现精确的摄影计量
Iñigo Auzmendi Iriarte1, Oier Saez de Egilaz1, Pedro Gonzalez de Alaiza Martinez1
1IDEKO Research Center, Basque Research and Technology Alliance (BRTA), 20870 Elgoibar, Spain.
Sensors (Basel, Switzerland)
|January 8, 2025
概括
这项研究引入了用于自动摄影仪的模具标记器,减少了人工劳动. 这些嵌入式十字形标记器提高了工业应用中的准确性和可用性.
科学领域:
- 这是一种摄影计量技术 (photogrammetry).
- 计算机视觉 计算机视觉
- 材料科学 材料科学 材料科学
背景情况:
- 传统的基于标记器的摄影计量是劳动密集型的,因为手动的贴纸应用和删除.
- 现有的方法在点测量方面缺乏自动化和效率.
- 复合材料件制造通常涉及可以利用的集成功能.
研究的目的:
- 开发一个使用集成成模具标记器的自动摄影计量系统.
- 提高复合材料3D测量的精度和效率.
- 调查用于用于可靠标记器检测的极度成像的使用.
主要方法:
- 开发了一种两阶段标记器检测算法:更快的R-CNN用于初始检测和经典交叉中心检测用于准确的定位.
- 利用直接嵌入到复合材料件中的高起,十字形成型标记器.
- 研究了极度度图像的性能,以提高在不同照明条件下的检测速度.
主要成果:
- 获得了0.170mm/m的中位光谱精度 (IQR:0.0690.368mm/m).
- 使用极度测量成像,即使在不利的照明下,也证明了高的检测率和准确性.
- 验证了系统的可行性,用于准确和自动化的摄影仪表.
结论:
- 模具标记器为复合材料制造中的光度计提供了一个可行的,自动化的解决方案.
- 拟议的两阶段检测算法与极度测量成像相结合,可确保高精度和稳定性.
- 与传统方法相比,这种方法显著提高了自动化和可用性.
相关概念视频
Design Example: Identifying the Locations of Monuments in the Field Using Global Positioning System Device
21
Surveyors use Global Positioning System (GPS) technology to measure the precise location and elevation of points on Earth. In a recent survey, GPS receivers were used to determine the coordinates and elevations of two park monuments. The process involved careful mission planning, data collection, and correction to ensure accuracy. The survey began with mission planning to identify optimal satellite visibility and minimize Position Dilution of Precision (PDOP). A geodetic control point...
21
Methods of Obtaining Topography
51
Topography involves measuring and mapping land elevations, natural features, and artificial structures to create accurate representations of the terrain. Topographic surveying relies on traditional and modern methods, each with distinct advantages and limitations.Traditional Surveying Methods:Transit stadia surveys and plane table surveys were widely used traditional surveying methods. These techniques relied on instruments like theodolites and stadia rods for measuring distances and angles,...
51
Common Leveling Mistakes and Errors
59
A survey team is tasked with determining the elevation difference between points Point A and Point B, separated by uneven terrain. They use a leveling instrument and a leveling rod.Common MistakesMisreading the Rod: During a backsight reading at Point A, the instrumentman observes the rod partially obscured by tall grass. Instead of reading 1.135 m, they mistakenly record 1.735 m due to the misalignment of the crosshair with the wrong graduation. This error adds 0.600 m to all subsequent...
59


