Monitoring the production process of lightweight fibrous structures using terrestrial laser scanning

Author:

Balangé Laura1,Harmening Corinna2,Duque Estrada Rebeca3,Menges Achim3,Neuner Hans4,Schwieger Volker1

Affiliation:

1. Institute of Engineering Geodesy, University of Stuttgart, Geschwister-Scholl-Str. 24D, 70174 Stuttgart, Germany

2. Geodetic Institute, Karlsruhe Institute of Technology, Englerstr. 7, 76131 Karlsruhe, Germany

3. Institute for Computational Design and Construction, University of Stuttgart, Keplerstraße 11, 70174 Stuttgart, Germany

4. Department of Geodesy and Geoinformation, Research Division Engineering Geodesy, TU Wien, Wiedner Hauptstraße 8, 1040 Vienna, Austria

Abstract

The Cluster of Excellence Integrative Computational Design and Construction for Architecture at the University of Stuttgart brings together various disciplines to jointly develop amongst other things a better understanding of processes in the manufacturing and construction domain. One of the cluster’s aims is to create new solutions for the construction of lightweight fibrous structures using coreless winding of lightweight fiber composite systems. For this purpose, a precise geometry and an understanding of the fibers’ behavior during the production process are of major importance. The fibers’ production process is monitored by repeatedly scanning the fibers during different stages of the process using a terrestrial laser scanner. In order to determine the geometry of the fibers’ axes as well as their cross-sections, two different strategies are used. The first strategy focuses on the segmentation of several straight lines between two intersection points. For the comparison of the individual fabrication steps, the positions of the intersection points are contrasted. For the cross-sectional areas of the fibers, orthogonal planes of intersection are then defined and all points within a predefined area are projected onto this plane. Then the area is calculated using a convex hull. In the second strategy, the fibers‘ main axes are represented by best-fitting B-spline curves. The borders of the cross-sections of interest are also approximated by best-fitting B-spline curves, forming the basis for the final determination of the cross-sectional areas. In this case study two epochs are analyzed with a deformation of the size of around 1cm. For both epochs the cross-sections are calculated in cm steps.

Publisher

Editorial de la Universitat Politècnica de València

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