Abstract:Non-Destructive Testing (NDT) is one of the inspection techniques used in industrial tool inspection for quality and safety control. It is performed mainly using X-ray Computed Tomography (CT) to scan the internal structure of the tools and detect the potential defects. In this paper, we propose a new toolbox called the CT-Based Integrity Monitoring System (CTIMS-Toolbox) for automated inspection of CT images and volumes. It contains three main modules: first, the database management module, which handles the … Show more
“…/* Obtain a realization from d | z ( j) , s ( j−1) , b = b obs by solving (20) for d * using CGLS with warm-start, i.e. initial point is d ( j−1) ; d ( j) ← d * ; /* Step 3: /* Obtain a realization from s | d ( j) , w ( j−1) by sampling from ( 21) n times and collecting s * i in a vector…”
Section: Defect Priormentioning
confidence: 99%
“…Our method offers two key advantages: First, it eliminates the need for advanced image analysis methods in a post-processing step (see e.g. [20]). Second, it enables us to separately formulate prior information for the large-scale pipe layers and small-scale defects, which in turn allows us to promote sparsity in the defect reconstruction and better capture the internal structure and materials of the pipes.…”
Subsea pipelines can be inspected via 2D cross-sectional x-ray computed tomography (CT). Traditional reconstruction methods produce an image of the pipe’s interior that can be post-processed for detection of possible defects. In this paper we propose a novel Bayesian CT reconstruction method with built-in defect detection. We decompose the reconstruction into a sum of two images; one containing the overall pipe structure, and one containing defects, and infer the images simultaneously in a Gibbs scheme. Our method requires that prior information about the two images is very distinct, i.e. the first image should contain the large-scale and layered pipe structure, and the second image should contain small, coherent defects. We demonstrate our methodology with numerical experiments using synthetic and real CT data from scans of subsea pipes in cases with full and limited data. Experiments demonstrate the effectiveness of the proposed method in various data settings, with reconstruction quality comparable to existing techniques, while also providing defect detection with uncertainty quantification.
“…/* Obtain a realization from d | z ( j) , s ( j−1) , b = b obs by solving (20) for d * using CGLS with warm-start, i.e. initial point is d ( j−1) ; d ( j) ← d * ; /* Step 3: /* Obtain a realization from s | d ( j) , w ( j−1) by sampling from ( 21) n times and collecting s * i in a vector…”
Section: Defect Priormentioning
confidence: 99%
“…Our method offers two key advantages: First, it eliminates the need for advanced image analysis methods in a post-processing step (see e.g. [20]). Second, it enables us to separately formulate prior information for the large-scale pipe layers and small-scale defects, which in turn allows us to promote sparsity in the defect reconstruction and better capture the internal structure and materials of the pipes.…”
Subsea pipelines can be inspected via 2D cross-sectional x-ray computed tomography (CT). Traditional reconstruction methods produce an image of the pipe’s interior that can be post-processed for detection of possible defects. In this paper we propose a novel Bayesian CT reconstruction method with built-in defect detection. We decompose the reconstruction into a sum of two images; one containing the overall pipe structure, and one containing defects, and infer the images simultaneously in a Gibbs scheme. Our method requires that prior information about the two images is very distinct, i.e. the first image should contain the large-scale and layered pipe structure, and the second image should contain small, coherent defects. We demonstrate our methodology with numerical experiments using synthetic and real CT data from scans of subsea pipes in cases with full and limited data. Experiments demonstrate the effectiveness of the proposed method in various data settings, with reconstruction quality comparable to existing techniques, while also providing defect detection with uncertainty quantification.
“…The credibility of the main application of measurement results is determined by the credibility of the input data. [9] When obtaining raw data for concrete dam safety monitoring, there are often a certain number of gross errors generated from reading errors, calculation errors, the sudden failure of the detection instrument and other factors. The existence of gross errors seriously affects the accuracy of the dam observation value sequences, so effective measures must be taken to achieve a real and reliable dam safety prediction result.…”
Section: Selection Of Model Influence Factors and Division Of Data Setsmentioning
confidence: 99%
“…The credibility of the main application of measurement results is determined by the credibility of the input data [9]. When obtaining raw data for concrete dam safety monitoring, there are often a certain number of gross errors generated from reading errors, calculation errors, the sudden failure of the detection instrument and other factors.…”
When applying reliability analysis to the monitoring of structural health, it is very important that gross errors–which affect prediction accuracy–are included within the monitoring information. An approach using gross errors identification and a dam safety monitoring model for deformation monitoring data of concrete dams is proposed in this paper. It can solve the problems of strong nonlinearity and the difficulty of identifying and eliminating gross errors in deformation monitoring data in concrete dams. This new method combines the advantages of an incremental extreme learning machine (I-ELM) method to seek an optimal network structure, the Least Median Squares (LMS) method with strong robustness to multiple failure points, the robust estimation IGG method with the good robustness to outliers (gross errors) and extreme learning machine (ELM) method with high prediction efficiency and handling of nonlinear problems. The proposed method can eliminate gross errors and be utilized to predict the behavior of concrete dams. The deformation monitoring data of an existing 305 m-high concrete arch dam is acquired by combining remote sensing technology with other monitoring methods. The LMS-IGG-ELM method is utilized to eliminate outliers from the dam monitoring sequence and is compared with the processing result from a DBSCAN clustering algorithm, Romanovsky criterion and the 3σ method. The results show that the proposed method has the highest gross errors identification rate, the strongest generalization ability and the best prediction effect.
“…ICT (Industrial Computed Tomography) has been widely used in defect detection [ 1 , 2 , 3 , 4 , 5 ], dimensional measurements [ 6 , 7 ], and geometric analysis [ 8 , 9 ], including in the aerospace field [ 5 , 10 ], vehicle manufacturing [ 11 , 12 ], additive manufacturing [ 3 , 5 , 8 ], etc. However, due to the influence of beam hardening and scattering during CT scanning and imaging, there are artifacts on the obtained cross-section images, as illustrated in Figure 1 .…”
Artifacts are divergent strip artifacts or dark stripe artifacts in Industrial Computed Tomography (ICT) images due to large differences in density among the components of scanned objects, which can significantly distort the actual structure of scanned objects in ICT images. The presence of artifacts can seriously affect the practical application effectiveness of ICT in defect detection and dimensional measurement. In this paper, a series of convolution neural network models are designed and implemented based on preparing the ICT image artifact removal datasets. Our findings indicate that the RF (receptive field) and the spatial resolution of network can significantly impact the effectiveness of artifact removal. Therefore, we propose a dilated residual network for turbine blade ICT image artifact removal (DRAR), which enhances the RF of the network while maintaining spatial resolution with only a slight increase in computational load. Extensive experiments demonstrate that the DRAR achieves exceptional performance in artifact removal.
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