• Title/Summary/Keyword: Penetrations testing

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Simulation of Time of Flight Diffraction Signals for Reactor Vessel Head Penetrations (원자로 상부 헤드 관통관 TOFD 신호 시뮬레이션)

  • Lee, Tae-Hun;Kim, Young-Sik;Lee, Jeong-Seok
    • Journal of the Korean Society for Nondestructive Testing
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    • v.36 no.4
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    • pp.273-280
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    • 2016
  • The simulation of nondestructive testing has been used in the prediction of the signal characteristics of various defects and in the development of the procedures. CIVA, a simulation tool dedicated to nondestructive testing, has good accuracy and speed, and provides a three-dimensional graphical user interface for improved visualization and familiar data displays consistent with an NDE technique. Even though internal validations have been performed by the CIVA software development specialists, an independent validation study is necessary for the assessment of the accuracy of the software prior to practical use. In this study, time of flight diffraction signals of ultrasonic inspection of a calibration block for reactor vessel head penetrations were simulated using CIVA. The results were compared to the experimentally inspected signals. The accuracy of the simulated signals and the possible range for simulation were verified. It was found that, there is a good agreement between the CIVA simulated and experimental results in the A-scan signal, B-scan image, and measurement of depth.

Leakage Testing of Penetrations in Nuclear Power Containment System(IV) (원자력 발전소의 격납용기 시스템에서 관통부들의 누설시험(IV))

  • 주승환
    • Journal of the Korean Professional Engineers Association
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    • v.32 no.6
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    • pp.86-93
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    • 1999
  • 원자력 발전소 격납 용기의 누설시험 방법들은 3가지 유형으로 나타난다. 그것들은 A형, B형 그리고 C형 시험들이다. 본 누설시험의 시험 대상과 절차에 관한 해설을 실었다. 이 글과 앞으로 소개할 내용은 나무지 B형과 C형에 관한 해설을 주로 다루게 될 것이다. B형 시험과 C형 시험의 주된 대상들은 격납용기의 관통부들이다. 이 글에서는 B형과 C형 시험의 일분 주의 사항들을 해설한다.

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A Study on the Establishment of Threat Hunting Concept and Comparative Analysis of Defense Techniques (위협 헌팅 개념 정립 및 방어기법 비교분석에 관한 연구)

  • Ryu, Ho Chan;Jeong, Ik Rae
    • Journal of the Korea Institute of Information Security & Cryptology
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    • v.31 no.4
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    • pp.793-799
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    • 2021
  • Recently, there has been a growing interest in threat hunting presented to overcome the limitations of existing security solutions. Threat hunting is generally recognized as a technique for identifying and eliminating threats that exit inside the system. But, the definition is not clear, so there is confusion in terms with penetration testing, intrusion detection, and incident analysis. Therefore, in this paper, compare and analyze the definitions of threat hunting extracted from reports and papers to clarify their implications and compare with defense techniques.

Carbon-nanotube-based Spacer Fabric Pressure Sensors for Biological Signal Monitoring and the Evaluation of Sensing Capabilities (생체신호 모니터링을 위한 CNT 기반 스페이서 직물 압력센서 구현 및 센싱 능력 평가)

  • Yun, Ha-yeong;Kim, Sang-Un;Kim, Joo-Yong
    • Science of Emotion and Sensibility
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    • v.24 no.2
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    • pp.65-74
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    • 2021
  • With recent innovations in the ICT industry, the demand for wearable sensing devices to recognize and respond to biological signals has increased. In this study, a three-dimensional (3D) spacer fabric was embedded in a single-wall carbon nanotube (SWCNT) dispersive solution through a simple penetration process to develop a monolayer piezoresistive pressure sensor. To induce electrical conductivity in the 3D spacer fabric, samples were immersed in the SWCNT dispersive solution and dried. To determine the electrical properties of the impregnated specimen, a universal testing machine and multimeter were used to measure the resistance of the pressure change. Moreover, to examine the changes in the electrical properties of the sensor, its performance was evaluated by varying the concentration, number of penetrations, and thickness of the specimen. Samples that penetrated twice in the SWCNT distributed solution of 0.1 wt% showed the best performance as sensors. The 7-mm thick sensors showed the highest GF, and the 13-mm thick sensors showed the widest operating range. This study confirms the effectiveness of the simple process of fabricating smart textile sensors comprising 3D spacer fabrics and the excellent performance of the sensors.

A Study on the Effect of Applying Water Seepage Lowering Method Using Swelling Waterstop for Expansion Joint in the Concrete Dam (콘크리트 댐에서 수축이음부의 수팽창성 차수재를 이용한 침투저감 공법 적용효과 연구)

  • Han, Kiseung;Lee, Seungho;Kim, Sanghoon;Kim, Sejin;Pai, Sungjin
    • Journal of the Korean GEO-environmental Society
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    • v.22 no.10
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    • pp.21-29
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    • 2021
  • Most concrete gravity-type dams in and out of the country were constructed by column method to control cracks caused by concrete hydration heat generated during construction, resulting in a certain level of leakage after impoundment through various causes, such as contraction joints and construction joints. However, due to the characteristics of concrete structures that shrink and expand according to temperature, concrete dams have vertical joints and drains to allow penetration. PVC waterproof shows excellent effects in completion of the dam, which however increases the possibility of interfacial failure due to different thermal expansion. Other causes of penetration may include problems with quality control during installation, generation of cracks due to heat of hydration of concrete, waterproofing methods, etc. In the case of Bohyunsan Dam in Yeongcheon, North Gyeongsang Province, the amount of drainage in the gallery was checked and underwater, and it was confirmed that there are many penetrations from drainage holes connected to vertical joints, and that some of the PVC waterproofs are not fully operated. As a new method to prevent penetration through vertical joints, D.S.I.M. (Dam Sealing Innovation Method) developed by World E&C was applied to Bohyunsan Dam and checked the amount of drainage in the gallery. As a result of first testing three most leaking vertical joints, the drain in the gallery was reduced by 87% on the average and then applied to the remaining 13 locations, which showed a 83% reduction effect based on the total drain in the gallery. Summing up these results, it was found that D.S.I.M. preventing water leakage from the upstream face is a valid construction method to reduce the water see-through and penetration quantity seen in downstream faces of concrete dams. If D.S.I.M. is applied to other concrete dams at domestic and abroad, it is expected that it will be very effective to prevent water leakage through vertical joints that are visible from downstream faces.