Pub Date : 2024-11-15DOI: 10.1016/j.ndteint.2024.103269
Weiying Cheng
Microwave inspection of internal pipe wall thinning (PWT) relies on reflections occurring at locations where inner radius changes. Reflections also occur at other discontinuities, such as air gaps and the pipe end, which seriously contaminate the measurement signals for PWT and pose challenges to PWT characterization. This study clarified the mechanism of reflections from different types of discontinuities using theoretical, analytical, and numerical solutions. By establishing a formula to calculate the characteristic impedance of a circular waveguide, we were able to analytically compute the scattering parameter for a waveguide with a full-circumferential PWT, providing insights for PWT characterization. Furthermore, we defined the number of repetitions per unit of frequency as and represented the measured signals in the domain. The correspondence between and traveling distance enables localization of discontinuities without considering frequency-dependent propagation velocity. The domain representations primarily associated with PWT were isolated by band and converted back to the frequency domain, allowing for more effective PWT characterization.
{"title":"Comprehensive study on microwave inspection of internal pipe wall thinning: Discontinuities, reflections and signals","authors":"Weiying Cheng","doi":"10.1016/j.ndteint.2024.103269","DOIUrl":"10.1016/j.ndteint.2024.103269","url":null,"abstract":"<div><div>Microwave inspection of internal pipe wall thinning (PWT) relies on reflections occurring at locations where inner radius changes. Reflections also occur at other discontinuities, such as air gaps and the pipe end, which seriously contaminate the measurement signals for PWT and pose challenges to PWT characterization. This study clarified the mechanism of reflections from different types of discontinuities using theoretical, analytical, and numerical solutions. By establishing a formula to calculate the characteristic impedance of a circular waveguide, we were able to analytically compute the scattering parameter <span><math><mrow><msub><mi>S</mi><mn>11</mn></msub></mrow></math></span> for a waveguide with a full-circumferential PWT, providing insights for PWT characterization. Furthermore, we defined the number of repetitions per unit of frequency as <span><math><mrow><mi>Ω</mi></mrow></math></span> and represented the measured <span><math><mrow><msub><mi>S</mi><mn>11</mn></msub></mrow></math></span> signals in the <span><math><mrow><mi>Ω</mi><mo>−</mo></mrow></math></span> domain. The correspondence between <span><math><mrow><mi>Ω</mi></mrow></math></span> and traveling distance enables localization of discontinuities without considering frequency-dependent propagation velocity. The <span><math><mrow><mi>Ω</mi></mrow></math></span> domain representations primarily associated with PWT were isolated by band and converted back to the frequency domain, allowing for more effective PWT characterization.</div></div>","PeriodicalId":18868,"journal":{"name":"Ndt & E International","volume":"149 ","pages":"Article 103269"},"PeriodicalIF":4.1,"publicationDate":"2024-11-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142698526","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"材料科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
The safe operation of dams is ensured by monitoring systems that collect periodic information on environmental conditions (for example, temperature and water level) and on the structural response to external actions. In newly built or retrofitted facilities, large networks of sensors can take daily measurements that are automatically transferred to servers. In other cases, additional information can be acquired, occasionally or systematically, through emerging drone-based non-contact full-field techniques.
The measurements are processed by various analytical and machine learning tools trained on historical data sets, capable of highlighting any anomalous recordings. Monitoring data can also support the accurate calibration of a physics-based model of the structure, usually built in the finite element framework. The analyses carried out by the digital twin allow the experimental database to be expanded with the displacements evaluated in the event of extreme environmental conditions, damage or collapse mechanisms never occurred before.
This contribution illustrates an integrated approach to the safety assessment of existing dams that combines experimental, computational and data processing methodologies. Attention is particularly focused on model calibration procedures and on the uncertainties that influence the characteristics of the joints. The presented results of the validation studies performed by the Authors on benchmark and real-scale problems highlight the merits and limitations of alternative approaches to data exploitation and remote measurement.
{"title":"Structural health assessment of existing dams based on non-destructive testing, physics-based models and machine learning tools","authors":"Gabriella Bolzon , Antonella Frigerio , Mohammad Hajjar , Caterina Nogara , Emanuele Zappa","doi":"10.1016/j.ndteint.2024.103271","DOIUrl":"10.1016/j.ndteint.2024.103271","url":null,"abstract":"<div><div>The safe operation of dams is ensured by monitoring systems that collect periodic information on environmental conditions (for example, temperature and water level) and on the structural response to external actions. In newly built or retrofitted facilities, large networks of sensors can take daily measurements that are automatically transferred to servers. In other cases, additional information can be acquired, occasionally or systematically, through emerging drone-based non-contact full-field techniques.</div><div>The measurements are processed by various analytical and machine learning tools trained on historical data sets, capable of highlighting any anomalous recordings. Monitoring data can also support the accurate calibration of a physics-based model of the structure, usually built in the finite element framework. The analyses carried out by the digital twin allow the experimental database to be expanded with the displacements evaluated in the event of extreme environmental conditions, damage or collapse mechanisms never occurred before.</div><div>This contribution illustrates an integrated approach to the safety assessment of existing dams that combines experimental, computational and data processing methodologies. Attention is particularly focused on model calibration procedures and on the uncertainties that influence the characteristics of the joints. The presented results of the validation studies performed by the Authors on benchmark and real-scale problems highlight the merits and limitations of alternative approaches to data exploitation and remote measurement.</div></div>","PeriodicalId":18868,"journal":{"name":"Ndt & E International","volume":"150 ","pages":"Article 103271"},"PeriodicalIF":4.1,"publicationDate":"2024-11-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142699299","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"材料科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
In this study, we developed a method to identify crack orientation in carbon fiber reinforced thermoplastic (CFRTP) by controlling its electromagnetic field using a rotational directive filter (RDF) during eddy current testing (ECT). Finite element analysis showed that by applying an RDF and rotating it, the eddy currents induced in the CFRTP can be changed and controlled in any in-plane direction. A slit simulating a crack was used to identify crack orientation in CFRTP. The ECT output change reached the maximum when the RDF angle coincided with the crack orientation. The proposed method can identify crack orientation in CFRTP.
{"title":"Identification of crack orientation in electrically conductive materials using eddy current testing powered by rotational directive filter","authors":"Wataru Matsunaga , Xiaojuan Xu , Koichi Mizukami , Yoshihiro Mizutani , Akira Todoroki","doi":"10.1016/j.ndteint.2024.103273","DOIUrl":"10.1016/j.ndteint.2024.103273","url":null,"abstract":"<div><div>In this study, we developed a method to identify crack orientation in carbon fiber reinforced thermoplastic (CFRTP) by controlling its electromagnetic field using a rotational directive filter (RDF) during eddy current testing (ECT). Finite element analysis showed that by applying an RDF and rotating it, the eddy currents induced in the CFRTP can be changed and controlled in any in-plane direction. A slit simulating a crack was used to identify crack orientation in CFRTP. The ECT output change reached the maximum when the RDF angle coincided with the crack orientation. The proposed method can identify crack orientation in CFRTP.</div></div>","PeriodicalId":18868,"journal":{"name":"Ndt & E International","volume":"150 ","pages":"Article 103273"},"PeriodicalIF":4.1,"publicationDate":"2024-11-13","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142699298","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"材料科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2024-11-12DOI: 10.1016/j.ndteint.2024.103272
Jizhou Zhang , Siwei Fan , Guohang Lu , Shuyan Yang , Shejuan Xie , Zhenmao Chen , Yang Zheng , Tetsuya Uchimoto , Toshiyuki Takagi
Determining the thickness of ferromagnetic materials with a lift-off distance poses a significant challenge for current non-destructive testing (NDT) techniques. Pulsed eddy current (PEC) testing is deemed as a powerful candidate to evaluate this type of defect. However, the signal-to-noise ratio (SNR) of the PEC response signal obtained with large lift-off distance is very poor, so that the signal feature can hardly be extracted. To improve the SNR of PEC response signals and capture the signal feature adaptively, this paper proposed a novel PEC signal processing algorithm based on ICA-Gauss filter and Hough Transform (HT). Firstly, the principle of the proposed method was introduced. Then, two case studies, a comparison experiment and an application experiment were conducted to verify the effectiveness and accuracy of this method. Results from these experiments show that (a) the ICA-Gauss filter can effectively suppress the power-line noises and random noises in PEC signals, (b) the ICA-Gauss filter outperforms traditional filters in feature robustness and computing efficiency, including double-logarithmic median filter and Savitzky-Golay filter, and (c) HT is an adaptive and accurate method to extract the PEC signal feature, thus achieving a small detection error.
{"title":"Wall thinning quantification with a lift-off distance for ferromagnetic structures using pulsed ECT equipped with ICA-Gauss filter and Hough Transform","authors":"Jizhou Zhang , Siwei Fan , Guohang Lu , Shuyan Yang , Shejuan Xie , Zhenmao Chen , Yang Zheng , Tetsuya Uchimoto , Toshiyuki Takagi","doi":"10.1016/j.ndteint.2024.103272","DOIUrl":"10.1016/j.ndteint.2024.103272","url":null,"abstract":"<div><div>Determining the thickness of ferromagnetic materials with a lift-off distance poses a significant challenge for current non-destructive testing (NDT) techniques. Pulsed eddy current (PEC) testing is deemed as a powerful candidate to evaluate this type of defect. However, the signal-to-noise ratio (SNR) of the PEC response signal obtained with large lift-off distance is very poor, so that the signal feature can hardly be extracted. To improve the SNR of PEC response signals and capture the signal feature adaptively, this paper proposed a novel PEC signal processing algorithm based on ICA-Gauss filter and Hough Transform (HT). Firstly, the principle of the proposed method was introduced. Then, two case studies, a comparison experiment and an application experiment were conducted to verify the effectiveness and accuracy of this method. Results from these experiments show that (a) the ICA-Gauss filter can effectively suppress the power-line noises and random noises in PEC signals, (b) the ICA-Gauss filter outperforms traditional filters in feature robustness and computing efficiency, including double-logarithmic median filter and Savitzky-Golay filter, and (c) HT is an adaptive and accurate method to extract the PEC signal feature, thus achieving a small detection error.</div></div>","PeriodicalId":18868,"journal":{"name":"Ndt & E International","volume":"149 ","pages":"Article 103272"},"PeriodicalIF":4.1,"publicationDate":"2024-11-12","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142698527","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"材料科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2024-11-07DOI: 10.1016/j.ndteint.2024.103265
Carlos-Omar Rasgado-Moreno , Panpan Xu , Marek Rist , Madis Ratassepp
Guided wave tomography (GWT) based full waveform inversion (FWI) is an emerging technique for structural health monitoring applications, primarily for plates and pipeline structures. Generally, FWI employs a two-dimensional (2-D) forward model to circumvent the high computational cost associated with the inversion scheme. Consequently, a re-scaling step is implemented to compensate for any potential discrepancies between the 2-D model and the observed data. Druet et al., (2019) introduced the autocalibration method, which utilises the information from the healthy rays to calibrate those rays that pass through the defect. In this method, only the phase information is re-scaled, given that phase information is the dominant factor in FWI. However, overlooking amplitude discrepancies might lead the inversion scheme to become trapped in a local minimum. In this study, we propose to include the amplitude information as well, following the autocalibration method. We use an updated autocalibration method to reconstruct a 100 mm wide defect on an 8 mm thick steel straight pipe with traditional GWT using the mode. This novel approach provides a more accurate representation of the defect and avoids becoming trapped in a local minimum, thereby improving the reliability and effectiveness of FWI. Furthermore, we offer guidance for the successful implementation of this method in the presence of inhomogeneous transducers, a common challenge in practical applications.
{"title":"Optimising full waveform inversion with inhomogeneous transducers: Parameters and considerations for successful implementation","authors":"Carlos-Omar Rasgado-Moreno , Panpan Xu , Marek Rist , Madis Ratassepp","doi":"10.1016/j.ndteint.2024.103265","DOIUrl":"10.1016/j.ndteint.2024.103265","url":null,"abstract":"<div><div>Guided wave tomography (GWT) based full waveform inversion (FWI) is an emerging technique for structural health monitoring applications, primarily for plates and pipeline structures. Generally, FWI employs a two-dimensional (2-D) forward model to circumvent the high computational cost associated with the inversion scheme. Consequently, a re-scaling step is implemented to compensate for any potential discrepancies between the 2-D model and the observed data. Druet et al., (2019) introduced the autocalibration method, which utilises the information from the healthy rays to calibrate those rays that pass through the defect. In this method, only the phase information is re-scaled, given that phase information is the dominant factor in FWI. However, overlooking amplitude discrepancies might lead the inversion scheme to become trapped in a local minimum. In this study, we propose to include the amplitude information as well, following the autocalibration method. We use an updated autocalibration method to reconstruct a 100 mm wide defect on an 8 mm thick steel straight pipe with traditional GWT using the <span><math><msub><mrow><mi>A</mi></mrow><mrow><mn>0</mn></mrow></msub></math></span> mode. This novel approach provides a more accurate representation of the defect and avoids becoming trapped in a local minimum, thereby improving the reliability and effectiveness of FWI. Furthermore, we offer guidance for the successful implementation of this method in the presence of inhomogeneous transducers, a common challenge in practical applications.</div></div>","PeriodicalId":18868,"journal":{"name":"Ndt & E International","volume":"149 ","pages":"Article 103265"},"PeriodicalIF":4.1,"publicationDate":"2024-11-07","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142662194","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"材料科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2024-11-07DOI: 10.1016/j.ndteint.2024.103270
Hsuan-Chih Yang , Yiching Lin
Concrete is widely recognized as a material capable of withstanding the intrusion of high temperatures during fires. However, under different high-temperature conditions, concrete can still experience strength reduction, cracking, or spalling, which can significantly impact the safety and durability of concrete structures. Conventionally, the wave refraction technique was used to detect the depth of this damage layer. However, the wave refraction technique is a time-consuming point-by-point detection method. In order to increase detection efficiency, this paper proposes a simplified method based on a single-point test. Numerical analysis of the thermal conduction of a concrete slab exposed to elevated temperature was performed first to investigate the temperature distribution within the concrete slab. Subsequently, the wave refraction technique was numerically simulated to evaluate the damage depth of the concrete slab. According to the refracted wave propagation path, a simplified procedure is proposed for the detection of the damage depth of concrete under high temperature. In the simplified procedure, a receiver is placed at an adequate distance from the impact source so that the first arrival wave at the receiver will be a wave refracted from the interface between the damaged layer and the sound layer inside the concrete. To verify the applicability of the proposed simplified procedure, concrete slab specimens subjected to an elevated temperature of 600 °C were tested in this study. The experimental results indicate that the simplified method proposed in this paper can indeed be used to detect the depth of high-temperature damage in concrete. In addition, the experimental results show that under the same high-temperature exposure conditions, the depth of fire damage increases with a decrease in the water-cement ratio. This can be attributed to the higher thermal conductivity coefficient of concrete with a lower water-cement ratio.
混凝土被公认为是一种能够在火灾中抵御高温侵袭的材料。然而,在不同的高温条件下,混凝土仍会出现强度降低、开裂或剥落等现象,从而严重影响混凝土结构的安全性和耐久性。传统上,人们使用波折射技术来检测这种损伤层的深度。然而,波折射技术是一种耗时的逐点检测方法。为了提高检测效率,本文提出了一种基于单点检测的简化方法。首先对暴露在高温下的混凝土板的热传导进行了数值分析,以研究混凝土板内的温度分布。随后,对波折射技术进行数值模拟,以评估混凝土板的损坏深度。根据折射波的传播路径,提出了检测高温下混凝土破坏深度的简化程序。在简化程序中,接收器与冲击源保持足够的距离,这样第一个到达接收器的波将是从受损层和混凝土内部声层之间的界面折射出来的波。为了验证所建议的简化程序的适用性,本研究对承受 600 °C 高温的混凝土板试件进行了测试。实验结果表明,本文提出的简化方法确实可用于检测混凝土的高温损伤深度。此外,实验结果表明,在相同的高温暴露条件下,火灾破坏深度随着水灰比的降低而增加。这可归因于水灰比较低的混凝土导热系数较高。
{"title":"A simplified procedure for evaluation of damage-depth in concrete exposed to high temperature using the impact-echo method","authors":"Hsuan-Chih Yang , Yiching Lin","doi":"10.1016/j.ndteint.2024.103270","DOIUrl":"10.1016/j.ndteint.2024.103270","url":null,"abstract":"<div><div>Concrete is widely recognized as a material capable of withstanding the intrusion of high temperatures during fires. However, under different high-temperature conditions, concrete can still experience strength reduction, cracking, or spalling, which can significantly impact the safety and durability of concrete structures. Conventionally, the wave refraction technique was used to detect the depth of this damage layer. However, the wave refraction technique is a time-consuming point-by-point detection method. In order to increase detection efficiency, this paper proposes a simplified method based on a single-point test. Numerical analysis of the thermal conduction of a concrete slab exposed to elevated temperature was performed first to investigate the temperature distribution within the concrete slab. Subsequently, the wave refraction technique was numerically simulated to evaluate the damage depth of the concrete slab. According to the refracted wave propagation path, a simplified procedure is proposed for the detection of the damage depth of concrete under high temperature. In the simplified procedure, a receiver is placed at an adequate distance from the impact source so that the first arrival wave at the receiver will be a wave refracted from the interface between the damaged layer and the sound layer inside the concrete. To verify the applicability of the proposed simplified procedure, concrete slab specimens subjected to an elevated temperature of 600 °C were tested in this study. The experimental results indicate that the simplified method proposed in this paper can indeed be used to detect the depth of high-temperature damage in concrete. In addition, the experimental results show that under the same high-temperature exposure conditions, the depth of fire damage increases with a decrease in the water-cement ratio. This can be attributed to the higher thermal conductivity coefficient of concrete with a lower water-cement ratio.</div></div>","PeriodicalId":18868,"journal":{"name":"Ndt & E International","volume":"149 ","pages":"Article 103270"},"PeriodicalIF":4.1,"publicationDate":"2024-11-07","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142662195","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"材料科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2024-11-07DOI: 10.1016/j.ndteint.2024.103268
Jingwei Sha , Hong Zhang , Mengbao Fan , Binghua Cao , Fengshan Sun
Nondestructive evaluation of heat-treated bearing rings is a critical technique for quality control in industries. However, there are few reports addressing the complex mapping between hardness and electromagnetic properties due to the intricate changes in the microstructure. This paper proposes a dual-method approach, combining magnetic saturation eddy current techniques and Barkhausen noise reconstruction hysteresis loop techniques, to independently establish the relationship between hardness and electromagnetic properties. The results show that the electrical properties of unqualified specimens are significantly higher than those of other specimens, with qualified specimens have slightly higher properties than untreated ones. Additionally, an inverse relationship between hardness and magnetic properties is observed. Based on the obtained electromagnetic parameters, a pulsed eddy current hardness detection simulation model is established, which has the potential to improve purely data-driven methods for hardness detection in deep learning.
{"title":"Characterization of heat-treated bearing rings via measurement of electromagnetic properties for pulsed eddy current evaluation","authors":"Jingwei Sha , Hong Zhang , Mengbao Fan , Binghua Cao , Fengshan Sun","doi":"10.1016/j.ndteint.2024.103268","DOIUrl":"10.1016/j.ndteint.2024.103268","url":null,"abstract":"<div><div>Nondestructive evaluation of heat-treated bearing rings is a critical technique for quality control in industries. However, there are few reports addressing the complex mapping between hardness and electromagnetic properties due to the intricate changes in the microstructure. This paper proposes a dual-method approach, combining magnetic saturation eddy current techniques and Barkhausen noise reconstruction hysteresis loop techniques, to independently establish the relationship between hardness and electromagnetic properties. The results show that the electrical properties of unqualified specimens are significantly higher than those of other specimens, with qualified specimens have slightly higher properties than untreated ones. Additionally, an inverse relationship between hardness and magnetic properties is observed. Based on the obtained electromagnetic parameters, a pulsed eddy current hardness detection simulation model is established, which has the potential to improve purely data-driven methods for hardness detection in deep learning.</div></div>","PeriodicalId":18868,"journal":{"name":"Ndt & E International","volume":"149 ","pages":"Article 103268"},"PeriodicalIF":4.1,"publicationDate":"2024-11-07","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142662056","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"材料科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2024-11-05DOI: 10.1016/j.ndteint.2024.103267
Yonghui An , Shilong Ni , Ranting Cui , Jinping Ou
Damage localization methods based on Acoustic Emission (AE) can be classified into time-based and waveform-based. However, the former requires a large number of sensors while the latter is limited to 2D plane localization. In order to address the challenge of achieving more accurate 3D localization using a reduced number of sensors, this paper proposes a Circular Phased Array using Minimum Variance Distortionless Response (MVDR) Beamforming with Autocorrelation Matrix Diagonal Loading (AMDL) method. Firstly, a sparse circular array is utilized to form multiple beamforming for coherent shear wave signals, decomposing the original 3D localization problem into Direction Of Arrival (DOA) estimation. Secondly, azimuth angle, elevation angle and autocorrelation matrix diagonal loading methods are introduced, working in conjunction with the MVDR beamforming algorithm. Finally, spatial integration is performed through matrix decomposition to solve geometric overdetermined equations. The effectiveness of the proposed method is validated through numerical simulations and experimental verifications under various damage conditions. Results indicate that estimation errors for azimuth and elevation angles are both less than 2 %, while 3D damage source localization errors remain within a range of less than 3 %. This proposed method extends beamforming technology from 2D plane localization to 3D localization, significantly reducing the complexity of sensor arrangement and lowering the cost of structural health monitoring systems by utilizing a small number of sensors.
{"title":"A novel damage localization method of Circular Phased Array using Minimum Variance Distortionless Response Beamforming with Autocorrelation Matrix Diagonal Loading","authors":"Yonghui An , Shilong Ni , Ranting Cui , Jinping Ou","doi":"10.1016/j.ndteint.2024.103267","DOIUrl":"10.1016/j.ndteint.2024.103267","url":null,"abstract":"<div><div>Damage localization methods based on Acoustic Emission (AE) can be classified into time-based and waveform-based. However, the former requires a large number of sensors while the latter is limited to 2D plane localization. In order to address the challenge of achieving more accurate 3D localization using a reduced number of sensors, this paper proposes a Circular Phased Array using Minimum Variance Distortionless Response (MVDR) Beamforming with Autocorrelation Matrix Diagonal Loading (AMDL) method. Firstly, a sparse circular array is utilized to form multiple beamforming for coherent shear wave signals, decomposing the original 3D localization problem into Direction Of Arrival (DOA) estimation. Secondly, azimuth angle, elevation angle and autocorrelation matrix diagonal loading methods are introduced, working in conjunction with the MVDR beamforming algorithm. Finally, spatial integration is performed through matrix decomposition to solve geometric overdetermined equations. The effectiveness of the proposed method is validated through numerical simulations and experimental verifications under various damage conditions. Results indicate that estimation errors for azimuth and elevation angles are both less than 2 %, while 3D damage source localization errors remain within a range of less than 3 %. This proposed method extends beamforming technology from 2D plane localization to 3D localization, significantly reducing the complexity of sensor arrangement and lowering the cost of structural health monitoring systems by utilizing a small number of sensors.</div></div>","PeriodicalId":18868,"journal":{"name":"Ndt & E International","volume":"149 ","pages":"Article 103267"},"PeriodicalIF":4.1,"publicationDate":"2024-11-05","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142662193","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"材料科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2024-11-05DOI: 10.1016/j.ndteint.2024.103266
Quoc Kinh Tran , Chih-Ping Lin , Ernian Pan , Tsai-Jung Wu , Yin-Ming Po
We present a novel approach for deriving and modeling air-coupled surface waves with applications in non-contact non-destructive testing (NDT). It is based on the fast Fourier-Bessel series system in conjunction with the unconditionally stable dual-variable and position matrix method. Parametric studies, including sensitivity analysis, are conducted to assess the feasibility of using non-contact air-coupled measurements for pavement testing, focusing on Green's functions, time-domain waveforms, and experimental frequency-velocity spectra (FVS, i.e., the estimated Green's functions from acquired truncated wavefield). The predicted experimental FVS presented in this study are synthetic dispersion images, which are distinguished from the measured experimental FVS (i.e., measured dispersion images from multichannel analysis of surface wave (MASW) test). With the derived complete solution of air-coupled dynamic responses, we find that: (1) Striking similarities between the theoretical Green's functions of vertical displacement (on the pavement surface) and pressure (in the air), as well as in their corresponding experimental FVS. (2) The proposed accurate and efficient full-wave modeling of air-coupled surface waves avoids the need for good contact between geophones/accelerometers and pavement surface. This facilitates direct inversion of shear wave velocity profiles by fitting the predicted experimental FVS to the measured one. (3) Sensitivity analysis demonstrates no significant loss of information in the pressure measured in the air, supporting the feasibility of using non-contact measurement for non-destructive testing. These results suggest that non-contact air-coupled measurements hold great promise as a viable alternative to contact measurements in non-destructive testing.
{"title":"Novel fast full-wavefield modeling of air-coupled surface waves and its implications for non-contact pavement testing","authors":"Quoc Kinh Tran , Chih-Ping Lin , Ernian Pan , Tsai-Jung Wu , Yin-Ming Po","doi":"10.1016/j.ndteint.2024.103266","DOIUrl":"10.1016/j.ndteint.2024.103266","url":null,"abstract":"<div><div>We present a novel approach for deriving and modeling air-coupled surface waves with applications in non-contact non-destructive testing (NDT). It is based on the fast Fourier-Bessel series system in conjunction with the unconditionally stable dual-variable and position matrix method. Parametric studies, including sensitivity analysis, are conducted to assess the feasibility of using non-contact air-coupled measurements for pavement testing, focusing on Green's functions, time-domain waveforms, and experimental frequency-velocity spectra (FVS, i.e., the estimated Green's functions from acquired truncated wavefield). The predicted experimental FVS presented in this study are synthetic dispersion images, which are distinguished from the measured experimental FVS (i.e., measured dispersion images from multichannel analysis of surface wave (MASW) test). With the derived complete solution of air-coupled dynamic responses, we find that: <strong>(1)</strong> Striking similarities between the theoretical Green's functions of vertical displacement (on the pavement surface) and pressure (in the air), as well as in their corresponding experimental FVS. <strong>(2)</strong> The proposed accurate and efficient full-wave modeling of air-coupled surface waves avoids the need for good contact between geophones/accelerometers and pavement surface. This facilitates direct inversion of shear wave velocity profiles by fitting the predicted experimental FVS to the measured one. <strong>(3)</strong> Sensitivity analysis demonstrates no significant loss of information in the pressure measured in the air, supporting the feasibility of using non-contact measurement for non-destructive testing. These results suggest that non-contact air-coupled measurements hold great promise as a viable alternative to contact measurements in non-destructive testing.</div></div>","PeriodicalId":18868,"journal":{"name":"Ndt & E International","volume":"149 ","pages":"Article 103266"},"PeriodicalIF":4.1,"publicationDate":"2024-11-05","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142662191","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"材料科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2024-11-04DOI: 10.1016/j.ndteint.2024.103264
Marc D. Navagato, Ram M. Narayanan
Microwave nondestructive testing (MNDT) includes inspection techniques that assess a particular material’s health status using low-power and contactless inspection systems. In near-field microwave inspections, imaging results are heavily influenced by the standoff distance parameter, i.e., the physical separation between the microwave sensor and the sample under test (SUT). Variations in the standoff distance during an inspection tend to cause defect masking of disbonds and delaminations in fiber-reinforced polymer (FRP) materials, causing defects to go undetected frequently. An MNDT near-field inspection system using noise waveforms is used to identify engineered internal defects within carbon fiber-reinforced polymer (CFRP) samples. Tactics utilizing Principal Component Analysis (PCA), Stacked Sparse Autoencoders (SSAEs), and an autoencoder network trained in a manner for anomaly detection are used to minimize the effects of standoff distance, reduce defect masking, and increase the ability to identify hidden defects. The samples tested are constructed to possess planar and non-planar geometries, such that the viability of the data-driven image enhancement and standoff distance correction methods are demonstrated with respect to a wide variety of in situ inspection applications.
{"title":"Image enhancement methods for inspection of planar and non-planar FRP structures using a noise-based microwave NDT inspection system","authors":"Marc D. Navagato, Ram M. Narayanan","doi":"10.1016/j.ndteint.2024.103264","DOIUrl":"10.1016/j.ndteint.2024.103264","url":null,"abstract":"<div><div>Microwave nondestructive testing (MNDT) includes inspection techniques that assess a particular material’s health status using low-power and contactless inspection systems. In near-field microwave inspections, imaging results are heavily influenced by the standoff distance parameter, i.e., the physical separation between the microwave sensor and the sample under test (SUT). Variations in the standoff distance during an inspection tend to cause defect masking of disbonds and delaminations in fiber-reinforced polymer (FRP) materials, causing defects to go undetected frequently. An MNDT near-field inspection system using noise waveforms is used to identify engineered internal defects within carbon fiber-reinforced polymer (CFRP) samples. Tactics utilizing Principal Component Analysis (PCA), Stacked Sparse Autoencoders (SSAEs), and an autoencoder network trained in a manner for anomaly detection are used to minimize the effects of standoff distance, reduce defect masking, and increase the ability to identify hidden defects. The samples tested are constructed to possess planar and non-planar geometries, such that the viability of the data-driven image enhancement and standoff distance correction methods are demonstrated with respect to a wide variety of in situ inspection applications.</div></div>","PeriodicalId":18868,"journal":{"name":"Ndt & E International","volume":"149 ","pages":"Article 103264"},"PeriodicalIF":4.1,"publicationDate":"2024-11-04","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142662192","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"材料科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}