• Title/Summary/Keyword: Non-Destructive Inspection

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Research on MFL PIG Design for the Inspection of Underground Gas Pipeline (지하매설 가스관의 검사를 위한 누설자속탐상 PIG 설계에 관한 연구)

  • Park, Sang-Ho;Park, Gwan-Soo
    • Journal of the Korean Society for Nondestructive Testing
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    • v.22 no.2
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    • pp.177-186
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    • 2002
  • This paper describes the magnetic flux leakage(MFL) type non-destructive testing(NDT) system to detect the 3D defects in underground gas pipe. Magnetic systems with permanent magnets and yokes are analyzed by 3D non-lineal finite element method(FEM) with optimum design. In case of under-saturation of gas pipe, sensing signals are too weak to detect. In case of over-saturation, the changes of the sensing signals are too low to detect the defects sensitively. So, the operating points of the magnetic system are optimized to increase the changes of the MFL signals. The effects of the depth and size of the defects on the sensing signals are analyzed to define the range and resolution of the MFL sensors. To increase the sensor's sensitivity, the back-yoke sensors are introduced and tested.

Research on MFL PIG Design for caustic and defect the Inspection of Underground Gas Pipeline (지하매설 가스관의 부식 및 결함 탐지를 위한 비파괴 누설 탐상시스템 개발에 관한 연구)

  • Park, Sang-Ho;Park, Gwan-Soo
    • Proceedings of the Korean Institute of Electrical and Electronic Material Engineers Conference
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    • 2002.05a
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    • pp.11-20
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    • 2002
  • This paper describes the magnetic flux leakage(MFL) type non-destructive testing(NDT) system to detect the 3D defects on underground gas pipe. Magnetic systems with permanent magnets and yokes are analyzed by 3D non-lineal finite element method(FEM) with optimum design. In case of under-saturation of gas pipe, sensing signals are too weak to detect. In case of over-saturation, the changes of the sensing signals are too low to detect the defects sensitively. So, the operating points of the magnetic system are optimized to increase the changes of the MFL signals. The effects of the depth and size of the defects on the sensing signals are analyzed to define the range and resolution of the MFL sensors. To increase the sensor's sensitivity, the back-yoke sensors are introduced and tested.

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Optimization of Ingot Mold Design Parameters for Austenite Heat-resistant Steel Through Computational Simulation (전산모사를 통한 오스테나이트계 내열강용 잉곳 몰드 설계 파라미터 최적화)

  • Hwang, SooBeen;Park, JongHwa;Jo, SangHyun;Park, SeongIk;Kim, YunJae;Kim, Donggyu
    • Journal of Korea Foundry Society
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    • v.42 no.1
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    • pp.3-11
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    • 2022
  • In this study, the parameters on the shrinkage defect of HR3C alloy was secured through computer simulation research, and the ingot mold with greater than 85% of sound area was designed and manufactured. Moreover, the optimized coagulation was proposed at design stage through computer simulation and test was performed upon ingot manufactured. After the test, the defect pattern was analyzed through cutting and non-destructive inspection to verify the parameter and ingot mold design. Based on the verification results, shrinkage defect parameters such as Niyama, Feed Efficiency, and Hot Tear Intensity of HR3C Alloys were obtained. In addition, through the secured parameters, a plan for designing ingot mold with a Non-defect area of 85% or more was secured.

A Development of a Mixed-Reality (MR) Education and Training System based on user Environment for Job Training for Radiation Workers in the Nondestructive Industry (비파괴산업 분야 방사선작업종사자 직장교육을 위한 사용자 환경 기반 혼합현실(MR) 교육훈련 시스템 개발)

  • Park, Hyong-Hu;Shim, Jae-Goo;Park, Jeong-kyu;Son, Jeong-Bong;Kwon, Soon-Mu
    • Journal of the Korean Society of Radiology
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    • v.15 no.1
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    • pp.45-54
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    • 2021
  • This study was written to create educational content in non-destructive fields based on Mixed Reality. Currently, in the field of radiation, there is almost no content for educational Mixed Reality-based educational content. And in the field of non-destructive inspection, the working environment is poor, the number of employees is often 10 or less for each manufacturer, and the educational infrastructure is not built. There is no practical training, only practical training and safety education to convey information. To solve this, it was decided to develop non-destructive worker education content based on Mixed Reality. This content was developed based on Microsoft's HoloLens 2 HMD device. It is manufactured based on the resolution of 1280 ⁎ 720, and the resolution is different for each device, and the Side is created by aligning the Left, Right, Bottom, and TOP positions of Anchor, and the large image affects the size of Atlas. The large volume like the wallpaper and the upper part was made by replacing it with UITexture. For UI Widget Wizard, I made Label, Buttom, ScrollView, and Sprite. In this study, it is possible to provide workers with realistic educational content, enable self-directed education, and educate with 3D stereoscopic images based on reality to provide interesting and immersive education. Through the images provided in Mixed Reality, the learner can directly operate things through the interaction between the real world and the Virtual Reality, and the learner's learning efficiency can be improved. In addition, mixed reality education can play a major role in non-face-to-face learning content in the corona era, where time and place are not disturbed.

A Case Study on Cause Analysis for Longitudinal Crack of Duct Slab in Tunnel (터널 덕트슬래브의 종방향 균열에 대한 원인 분석 사례 연구)

  • Park, Sung Woo;Park, Seung Su;Hwang, In Baek;Cha, Chul Joon
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.16 no.5
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    • pp.19-28
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    • 2012
  • In this study, cause of longitudinal crack which is found on duct slab of road tunnel is studied. In-depth investigation, such as visual inspection, non-destructive testing and geometrical surveying of duct slab, is carried out. In order to perform cause analysis, the investigated results are compared to the results of numerical analysis. Many factors, which cause longitudinal crack, are classified as constrained condition of the duct slab, location of the rebar, temperature, shrinkage and so on. According to the classified causes of longitudinal crack, numerical analysis is performed considering construction stage of the tunnel lining. Especially, in order to predict shrinkage stain due to discrepancy of curing date, ACI-209 model, KCI structural design code and other researcher's shrinkage test results are compared. The results show that shrinkage strain is one of the main factors causing longitudinal crack. Other investigated tunnels are classified along with the construction method of duct slab and patterns of cracks. As a result, improving ways to construct duct slab are suggested.

Quantitative Evaluation of Leak Index from Electrical Resistivity and Induced Polarization Surveys in Embankment Dams (전기비저항 및 유도분극 탐사에 의한 저수지 누수지수 산출)

  • Cho, In Ky;Kim, Yeon Jung;Song, Sung Ho
    • Geophysics and Geophysical Exploration
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    • v.25 no.3
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    • pp.120-128
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    • 2022
  • There are 17,000 reservoir dams in Korea, of which more than 85% were built over 50 years ago. Old embankment dams are weakened by internal erosion and suffusion phenomena due to preferential leakage paths and this ongoing weakening can cause their failure. Therefore, early warning associated with leakage in an embankment dam is crucial to prevent its failure. An electrical resistivity survey is a non-destructive, real-time and in-situ technique for detecting the development of leakage zones and general conditions of embankment dams. Because of its advantages, the electrical resistivity survey is widely used for reservoir safety inspections. However, the electrical resistivity survey is still not officially included in the precise safety inspection of reservoir dams because it cannot present a quantitative index of dam safety. In this study, we propose a method for calculating the leak index according to the water content evaluated from the electrical resistivity survey and/or induced polarization survey. Particularly, by proposing a quantitative leak index calculation method from monitoring surveys and independent surveys, we provide a theoretical basis for including electrical resistivity and induced polarization surveys as components of the precise safety inspection of reservoirs dams.

Inspection of Welded Zone and Flat Plate Using Flexible ECA Probe (Flexible ECA Probe를 이용한 평판 및 용접부 검사)

  • Lee, Chang-Jun;Lee, Kyu Sung;Shin, Chung-Ho;Lee, Kyoung-Jun;Jang, Yoon Young
    • Journal of the Korean Society for Nondestructive Testing
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    • v.36 no.4
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    • pp.288-294
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    • 2016
  • This paper aims to compare the ability to detect notch defects existing in the plate and welded area using a flexible ECA (eddy current array) probe with OmniScan MX and MS-5800E. The characteristics of signals with various frequencies and lift-offs were also compared. As a result, when signals of frequencies 500, 1000, and 1500 kHz were used, the amplitude of the signal increased, as the depth of the notch increased, but reduced linearly in accordance with the lift-off variation. In addition, the detection sensitivity of the weld defect was found to be closely related to the contact surface of the probe and specimen. In this paper, it was demonstrated that the detection sensitivity was excellent when the contact surface of the probe and the specimen was sufficient, but it was poor when the contact surface was insufficient.

Defect Detection of Impacted Composite Tubes by Lock-in Photo-Infrared Thermography Technique (위상잠금 열화상기법을 이용한 복합재 튜브 충격 손상 결함 측정)

  • Kim, Kyoung-Suk;Jeon, So-Young;Jung, Hyun-Chul
    • Journal of the Korean Society for Nondestructive Testing
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    • v.31 no.2
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    • pp.139-143
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    • 2011
  • The problem of delamination of composite tubes by impact has been acknowledged in aerospace and automobile industry. Non-destructive testing(NDT) methods in composite material structure are important to evaluate reliability of composite structure. There are many kinds of NDT methods which can detect the inside defect of the composite material such as Infrared Thermography(IRT). Infrared thermal imaging of object is different from that of a defect, in heated composite tubes with an internal defect, and then location and size of a defect can be measured by the analysis of thermal imaging pattern. In this study, Lock-in Infrared thermography detect internal defects of Impacted composite tubes by the inspection of infrared lay radiated from the surface of composite tubes.

Nondestructive Evaluation of Defect Size by Using a Contrast Parameter of Infrared Image (적외선 열화상 이미지 컨트라스트 파라미터를 이용한 결함 크기의 비파괴 평가)

  • Choi, Jungyoung;Choi, Sooyoung;Kim, Jaeyeon;Yoo, Kitae;Park, Jaiwon;Hyun, Changyong;Byeon, Jaiwon
    • Journal of Applied Reliability
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    • v.18 no.1
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    • pp.87-94
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    • 2018
  • Purpose: In this study, the defect quantification of thin metal plate was evaluated by using lock-in infrared thermography. Methods: A STS304 standard specimens, which had the artificial-defects of different size, were used. The focal distance between the infrared camera and the specimen was set to 500mm, and the distance between the lump and the specimen was set to 200mm. One halogen lamp with a maximum capacity of 1kW was used, and phase-lock infrared thermal images with a frequency of 1Hz were captured and analyzed. Result: Objectively quantified data values were obtained by analyzing the contrast ratio and signal-to-noise ratio. Conclusion: The possibility of defect diagnosis for thin metal plate was confirmed by using the lock-in infrared thermography technique.

Construction Management Method for Asphalt Paving Using Ground Penetrating Radar and an Infrared Camera (지표투과레이더와 적외선카메라를 이용한 아스팔트 포장 시공 관리 방법)

  • Baek, Jongeun;Park, Hee Mun;Yoo, Pyung Jun;Im, Jae Kyu
    • International Journal of Highway Engineering
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    • v.17 no.6
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    • pp.1-9
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    • 2015
  • PURPOSES : The objective of this study is to propose a quality control and quality assurance method for use during asphalt pavement construction using non-destructive methods, such as ground penetrating radar (GPR) and an infrared (IR) camera. METHODS : A 1.0 GHz air-coupled GPR system was used to measure the thickness and in situ density of asphalt concrete overlay during the placement and compaction of the asphalt layer in two test construction sections. The in situ density of the asphalt layer was estimated based on the dielectric constant of the asphalt concrete, which was measured as the ratio of the amplitude of the surface reflection of the asphalt mat to that of a metal plate. In addition, an IR camera was used to monitor the surface temperature of the asphalt mat to ensure its uniformity, for both conventional asphalt concrete and fiber-reinforced asphalt (FRA) concrete. RESULTS : From the GPR test, the measured in situ air void of the asphalt concrete overlay gradually decreased from 12.6% at placement to 8.1% after five roller passes for conventional asphalt concrete, and from 10.7% to 5.9% for the FRA concrete. The thickness of the asphalt concrete overlay was reduced from 7.0 cm to 6.0 cm for the conventional material, and from 9.2 cm to 6.4 cm for the FRA concrete. From the IR camera measurements, the temperature differences in the asphalt mat ranged from $10^{\circ}C$ to $30^{\circ}C$ in the two test sections. CONCLUSIONS : During asphalt concrete construction, GPR and IR tests can be applicable for monitoring the changes in in situ density, thickness, and temperature differences of the overlay, which are the most important factors for quality control. For easier and more reliable quality control of asphalt overlay construction, it is better to use the thickness measurement from the GPR.