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dc.contributor.authorPopescu, Cosmin
dc.contributor.authorTäljsten, Björn
dc.contributor.authorBlanksvärd, Thomas
dc.contributor.authorElfgren, Lennart
dc.date.accessioned2021-01-27T12:13:37Z
dc.date.available2021-01-27T12:13:37Z
dc.date.created2020-10-21T14:42:34Z
dc.date.issued2020
dc.identifier.isbn9783857481697
dc.identifier.urihttps://hdl.handle.net/11250/2724968
dc.description.abstractRoutine bridge inspections usually consist of visual observations. These inspections are time-consuming and subjective. There is a need to identify new inspection techniques for infrastructure that reduce traffic disturbance, and improve the efficiency and reliability of the acquired data. This study compared the performance of three different imaging technologies for the three-dimensional (3D) geometric modelling of existing structures: terrestrial laser scanning, close-range photogrammetry, and infrared scanning. Each technology was used to assess six existing concrete railway bridges. The technologies were compared in terms of geometric deviations, visualization capabilities, the level of the inspector’s experience, and degree of automation. The results suggest that all methods investigated can be used to create 3D models, however, with different level of completeness.
dc.language.isoeng
dc.relation.ispartofIABSE SYMPOSIUM Wroclaw 2020
dc.titleA comparison between laser, scanning, photogrammetry and infrared scanning to create 3D digital models of existing concrete bridges
dc.typeChapter
dc.description.versionacceptedVersion
dc.source.pagenumber1101-1108
dc.identifier.cristin1841253
dc.relation.projectAndre: Swedish Transport Administration (Trafikverket)
cristin.ispublishedtrue
cristin.fulltextpostprint
cristin.qualitycode1


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