Finite element analysis based on a parametric model by approximating point clouds

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dc.identifier.uri http://dx.doi.org/10.15488/9896
dc.identifier.uri https://www.repo.uni-hannover.de/handle/123456789/9954
dc.contributor.author Xu, Wei
dc.contributor.author Neumann, Ingo
dc.date.accessioned 2020-06-29T15:21:47Z
dc.date.available 2020-06-29T15:21:47Z
dc.date.issued 2020
dc.identifier.citation Xu, W.; Neumann, I.: Finite element analysis based on a parametric model by approximating point clouds. In: Remote Sensing 12 (2020), Nr. 3, 518. DOI: https://doi.org/10.3390/rs12030518
dc.description.abstract Simplified models are widely applied in finite element computations regarding mechanical and structural problems. However, the simplified model sometimes causes many deviations in the finite element analysis (FEA) of structures, especially in the non-designed structures which have undergone unknowable deformation features. Hence, a novel FEA methodology based on the parametric model by approximating three-dimensional (3D) feature data is proposed to solve this problem in the present manuscript. Many significant anci effective technologies have been developeci to detect 3D feature information accurately, e.g., terrestrial laser scanning (TLS), digital photogrammetry, and radar technology. In this manuscript, the parametric FEA model combines 3D point clouds from TLS and the parametric surface approximation method to generate 3D surfaces and models accurately. TLS is a popular measurement method for reliable 3D point clouds acquisition and monitoring deformations of structures with high accuracy and precision. The B-spline method is applied to approximate the measured point clouds data automatically and generate a parametric description of the structure accurately. The final target is to reduce the effects of the model description and deviations of the FEA. Both static and dynamic computations regarding a composite structure are carried out by comparing the parametric and general simplified models. The comparison of the deformation and equivalent stress of future behaviors are reflected by different models. Results indicate that the parametric model based on the TLS data is superior in the finite element computation. Therefore, it is of great significance to apply the parametric model in the FEA to compute and predict the future behavior of the structures with unknowable deformations in engineering accurately. eng
dc.language.iso eng
dc.publisher Basel : MDPI AG
dc.relation.ispartofseries Remote Sensing 12 (2020), Nr. 3
dc.relation.uri https://doi.org/10.3390/rs12030518
dc.rights CC BY 4.0 Unported
dc.rights.uri https://creativecommons.org/licenses/by/4.0/
dc.subject B-splines eng
dc.subject Finite element analysis eng
dc.subject Parametric model eng
dc.subject Point clouds eng
dc.subject Terrestrial laser scanning eng
dc.subject 3D modeling eng
dc.subject Deformation eng
dc.subject Interpolation eng
dc.subject Laser applications eng
dc.subject Parameter estimation eng
dc.subject Seebeck effect eng
dc.subject Splines eng
dc.subject Steel beams and girders eng
dc.subject Surveying instruments eng
dc.subject B splines eng
dc.subject Digital photogrammetry eng
dc.subject Finite element computations eng
dc.subject Parametric description eng
dc.subject Parametric modeling eng
dc.subject Parametric surface approximation method eng
dc.subject Point cloud eng
dc.subject Terrestrial laser scanning eng
dc.subject Finite element method eng
dc.subject.ddc 551 | Geologie, Hydrologie, Meteorologie ger
dc.title Finite element analysis based on a parametric model by approximating point clouds eng
dc.type Article
dc.type Text
dc.relation.issn 2072-4292
dc.bibliographicCitation.issue 3
dc.bibliographicCitation.volume 12
dc.bibliographicCitation.firstPage 518
tib.accessRights frei zug�nglich


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