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Point cloud contour extraction method based on improved pass-through dimensionality reduction

Autor(en): (National Key Laboratory of Bridge Intelligent and Green Construction, Hubei, Wuhan, China)
(School of Civil and Transportation, Hebei University of Technology, Tianjin, China)
(National Key Laboratory of Bridge Intelligent and Green Construction, Hubei, Wuhan, China)
(School of Civil and Transportation, Hebei University of Technology, Tianjin, China)
(National Key Laboratory of Bridge Intelligent and Green Construction, Hubei, Wuhan, China)
Medium: Fachartikel
Sprache(n): Englisch
Veröffentlicht in: Proceedings of the Institution of Civil Engineers - Bridge Engineering
Seite(n): 1-35
DOI: 10.1680/jbren.23.00030
Abstrakt:

Obtaining a point cloud model that considers the overall information of large steel components as well as the local information of bolt holes is an important approach for the virtual assembly of large steel structures. This paper proposes a point cloud extraction method to improve the uniformity of the dimensionality reduction distribution. Firstly, the point cloud data characterizing the overall information of the large-size component and the local information of the bolt-hole group are obtained by combining vertical 3D laser scanning and handheld 3D laser scanning; the point cloud was then triaxially equidistant and reduced in dimension based on improved straight-pass filtering, and the corner point cloud extracted using a planar point cloud distribution uniformity algorithm; finally, the point cloud is restored to the same space to complete the contour extraction of the point cloud. The accuracy of the contour extraction method was verified by conducting point cloud feature extraction tests using standard components. Compared to conventional feature extraction, the method provides targeted local feature extraction for bars with a certain regularity of geometric configuration, reducing the time required for feature extraction and providing a brief database for the virtual assembly of steel joist beams.

Structurae kann Ihnen derzeit diese Veröffentlichung nicht im Volltext zur Verfügung stellen. Der Volltext ist beim Verlag erhältlich über die DOI: 10.1680/jbren.23.00030.
  • Über diese
    Datenseite
  • Reference-ID
    10768564
  • Veröffentlicht am:
    24.04.2024
  • Geändert am:
    24.04.2024
 
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