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LIBRIS Formathandbok  (Information om MARC21)
FältnamnIndikatorerMetadata
00004097naa a2200493 4500
001oai:DiVA.org:ltu-86504
003SwePub
008210802s2021 | |||||||||||000 ||eng|
024a https://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-865042 URI
024a https://doi.org/10.3390/rs131426652 DOI
040 a (SwePub)ltu
041 a engb eng
042 9 SwePub
072 7a ref2 swepub-contenttype
072 7a art2 swepub-publicationtype
100a Mirzazade, Aliu Luleå tekniska universitet,Byggkonstruktion och brand4 aut0 (Swepub:ltu)alimir
2451 0a Workflow for Off-Site Bridge Inspection Using Automatic Damage Detection-Case Study of the Pahtajokk Bridge
264 c 2021-07-07
264 1b MDPI,c 2021
338 a print2 rdacarrier
500 a Validerad;2021;Nivå 2;2021-08-02 (beamah)
520 a For the inspection of structures, particularly bridges, it is becoming common to replace humans with autonomous systems that use unmanned aerial vehicles (UAV). In this paper, a framework for autonomous bridge inspection using a UAV is proposed with a four-step workflow: (a) data acquisition with an efficient UAV flight path, (b) computer vision comprising training, testing and validation of convolutional neural networks (ConvNets), (c) point cloud generation using intelligent hierarchical dense structure from motion (DSfM), and (d) damage quantification. This workflow starts with planning the most efficient flight path that allows for capturing of the minimum number of images required to achieve the maximum accuracy for the desired defect size, then followed by bridge and damage recognition. Three types of autonomous detection are used: masking the background of the images, detecting areas of potential damage, and pixel-wise damage segmentation. Detection of bridge components by masking extraneous parts of the image, such as vegetation, sky, roads or rivers, can improve the 3D reconstruction in the feature detection and matching stages. In addition, detecting damaged areas involves the UAV capturing close-range images of these critical regions, and damage segmentation facilitates damage quantification using 2D images. By application of DSfM, a denser and more accurate point cloud can be generated for these detected areas, and aligned to the overall point cloud to create a digital model of the bridge. Then, this generated point cloud is evaluated in terms of outlier noise, and surface deviation. Finally, damage that has been detected is quantified and verified, based on the point cloud generated using the Terrestrial Laser Scanning (TLS) method. The results indicate this workflow for autonomous bridge inspection has potential.
650 7a NATURVETENSKAPx Data- och informationsvetenskapx Datorseende och robotik0 (SwePub)102072 hsv//swe
650 7a NATURAL SCIENCESx Computer and Information Sciencesx Computer Vision and Robotics0 (SwePub)102072 hsv//eng
653 a Bridge 3D modeling
653 a Bridge inspection
653 a Computer vision
653 a Damage assessment
653 a Damage detection
653 a Damage segmentation
653 a Intelligent hierarchical DSfM
653 a UAV
653 a Unmanned inspections
653 a Byggkonstruktion
653 a Structural Engineering
700a Popescu, Cosmin,d 1987-u Luleå tekniska universitet,Byggkonstruktion och brand,SINTEF Narvik AS, Narvik, 8517, Norway4 aut0 (Swepub:ltu)cospop
700a Blanksvärd, Thomas,d 1979-u Luleå tekniska universitet,Byggkonstruktion och brand4 aut0 (Swepub:ltu)thojoh
700a Täljsten, Björn,d 1961-u Luleå tekniska universitet,Byggkonstruktion och brand4 aut0 (Swepub:ltu)bjotal
710a Luleå tekniska universitetb Byggkonstruktion och brand4 org
773t Remote Sensingd : MDPIg 13:14q 13:14x 2072-4292
856u https://doi.org/10.3390/rs13142665y Fulltext
856u https://www.mdpi.com/2072-4292/13/14/2665/pdf
8564 8u https://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-86504
8564 8u https://doi.org/10.3390/rs13142665

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