Publication | Closed Access
Damage Detection and Finite-Element Model Updating of Structural Components through Point Cloud Analysis
56
Citations
36
References
2018
Year
EngineeringMechanical EngineeringPoint Cloud ProcessingComputer-aided DesignStructural OptimizationPoint Cloud AnalysisPoint CloudStructural EngineeringStructural IdentificationDamage MechanismStructural IntegrityDamage DetectionGeometric ModelingEarthquake EngineeringMachine VisionPoint Cloud DataStructural Health MonitoringDeformation ReconstructionAutomated InspectionPoint CloudsCivil EngineeringStructural AnalysisPoint Cloud Comparisons3D ScanningStructural MechanicsDamage EvolutionConstruction EngineeringFinite-element Model Updating
Accurate and rapid condition assessment of in-service structural components is critical to ensure safety and serviceability. One major assessment consideration is the detection and quantification of structural section loss due to deterioration, for instance, from corrosion. Modern three-dimensional (3D) imaging techniques, which generate high-resolution 3D point clouds, are capable of detecting and measuring these deteriorations. However, despite advancements in the fields of automated point cloud analysis for as-built modeling and structural inspection, the potential use of spatial 3D data for updating numerical finite-element (FE) models of structures is still an emergent topic. This paper presents a localized methodology for the automatic and systematic detection and quantification of damages in structural components using high-fidelity 3D point cloud data, followed by a corresponding local update to an FE model. In this study, 3D point cloud data of a targeted structure were first obtained by using dense structure from motion (DSfM) algorithms. Section loss damage was then identified and located through computer vision and 3D data processing techniques. In order to preserve data integrity and resolve localized high-fidelity details, direct 3D point cloud comparisons were performed. An experimental study validating the developed approach is presented as well. The results indicate that the presented methodology will enable engineers to use the updated structural model to determine the reserved capacity and remaining service life of structural elements, though further studies on methods to improve mesh generation and defect quantification are warranted.
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