Improving the approximation quality of tensor product B-spline surfaces by local parameterization

Author:

Harmening Corinna1,Butzer Ramon1

Affiliation:

1. Geodetic Institute Karlsruhe (GIK) , Karlsruhe Institute of Technology (KIT) , Karlsruhe , Germany

Abstract

Abstract Freeform surfaces like tensor product B-spline surfaces have been proven to be a suitable tool to model laser scanner point clouds, especially those representing artificial objects. However, when it comes to the modelling of point clouds representing natural surfaces with a lot of local structures, tensor product B-spline surfaces reach their limits. Refinement strategies are usually used as an alternative, but their functional description is no longer nearly as compact as that of classical tensor product B-spline surfaces, making subsequent analysis steps considerably more cumbersome. In this publication, the approximation quality of classical tensor product B-spline surfaces is improved by means of local parameterization. By using base surfaces with a local character, relevant information about local structures of the surface to be estimated are stored in the surface parameters during the parameterization step. As a consequence, the resulting tensor product B-spline surface is able to represent these structures even with only a small number of control points. The developed locally parameterized B-spline surfaces are used to model four data sets with different characteristics. The results reveal a clear improvement compared to the classical tensor product B-spline surfaces in terms of correctness, goodness-of-fit and stability.

Publisher

Walter de Gruyter GmbH

Subject

Earth and Planetary Sciences (miscellaneous),Engineering (miscellaneous),Modeling and Simulation

Reference39 articles.

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3. Kermarrec, G, Yang, Z, Czerwonka-Schröder, D. Classification of terrestrial laser scanner point clouds: a comparison of methods for landslide monitoring from mathematical surface approximation. Rem Sens 2022;14:5099. https://doi.org/10.3390/rs14205099.

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