• 제목/요약/키워드: Field Testing

검색결과 1,756건 처리시간 0.028초

피뢰설비현장의 접지 및 전기적 연속성 시험에 따른 표준적용 (The Application of Standard in According to Ground and Electrical Continuity Testing of Lightning Protection Equipment in Field)

  • 송길목;구경완
    • 전기학회논문지
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    • 제63권4호
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    • pp.583-588
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    • 2014
  • In this study, there are examined to the grounding of lightning protection system and electrical continuity tests in the field. The standard for lightning protection system is different design or construction according to the characteristics of the structure. Ground is measured and compared at least four locations. According to the measured results in the field, the sampled values of the ground resistance are measured $5{\Omega}$ or less and the difference between each value is suitable as $0.2{\Omega}$ or less. The values of the electrical continuity test between ground and metal bodies are measured 3 groups such as isolated portion, the mechanical contacted portion, and the electrical continuity portion measuring $0.2{\Omega}$ or less. It is measured to be less than $0.2{\Omega}$ at all in metal bodies of underground. A metal body installed inside the structure is not isolated, but the resistance values are higher than $0.2{\Omega}$. Therefore, It must be carried out the structure having lightning protection system confirm the LPL(lightning protection level) and design the strategy.

FEF 탐상법을 이용한 상자성체 표면결함 평가 (The Evaluation of Surface Crack in Paramagnetic Material by FEF Technique)

  • 김훈
    • 비파괴검사학회지
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    • 제24권5호
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    • pp.532-537
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    • 2004
  • 전자기장을 유도하는 원리를 기초로 한 새로운 비파괴탐상법인 FEF법을 개발하였다. 이 탐상법은 전자기장을 유도하는 유도선과 이를 감지하는 감지부로 구성되어 있고, 비접촉 방식으로 탐상을 실시한다. 본 연구는 알루미늄합금, 스테인레스강과 인코넬 합금강의 재료에 방전 가공한 결함에 대하여 결함 검출 및 결함 깊이에 대한 평가를 실시하였다. 결함이 없는 영역에서의 측정전압은 lift-off에 의존한다. 결함영역에서 탐촉자가 결함에 가까이 접근할수록 전압은 증가하고, 결함위치에서 최고전압으로 측정되며, 이 최고치는 결함의 깊이에 따라 변화한다. 각 재료에 대한 전압분포 같은 경향으로 측정된다.

Monitoring and Analysis of 3kW Grid-Connected PV System for Performance Evaluation

  • So Jung-Hun;Jung Young-Seok;Yu Gwon-Jong;Choi Ju-Yeop;Choi Jae-Ho
    • KIEE International Transaction on Electrical Machinery and Energy Conversion Systems
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    • 제5B권1호
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    • pp.57-62
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    • 2005
  • Grid-connected photovoltaic (PV) systems were installed and monitored at the field demonstration test center (FDTC) in Korea in October 2002. Before long-term field testing of installed PV systems, the performances of PV components were evaluated and compared through short-term performance tests of each of the PV system components such as power conditioning system and PV module under standard test conditions. A data acquisition system has been constructed for measuring and analyzing the performance of PV systems to observe the overall effect of environmental conditions on their operation characteristics. Performances of PV systems have been evaluated and analyzed not only for component perspective (PV array, power conditioning unit) but also for global perspective (system efficiency, capacity factor, electrical power energy) by review of the field test and loss factors of the systems. These results indicate that it is highly imperative to develop an optimum design technology of grid connected PV systems. The objective of this paper is not only to evaluate and analyze the performance of domestic PV systems application through long-term field testing at FDTC but also to develop evaluation, analysis and optimum technology for long-term stability and reliability of grid-connected PV systems in Korea.

모래 치환법을 이용한 흙의 밀도 시험에 관한 고찰 (Evaluation of Sand-Cone Method for Determination of Density of Soil)

  • 박성식;최현석
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2009년도 춘계 학술발표회
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    • pp.23-29
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    • 2009
  • A sand-cone method is commonly used to determine the density of the compacted soils. This method uses a calibration container to determine the bulk-density of the sand for use in the test. The density of the test or compacted soil is computed on the assumption that the calibration container has approximately the same size or volume and allows the sand to fall approximately the same height as a test hole in the field. However, in most cases the size or shape of test hole is not exactly the same as the calibration container. There is certain discrepancy between sand particle settlement or arrangement in the laboratory calibration and in the field testing, which may cause an erroneous determination of in-situ density. The sand filling process is simulated in the laboratory and its effect on the determination of density is investigated. Artificially-made holes with different heights and bottom shapes are prepared to simulate various shapes of the test hole in the field. The sands with different gradations are used in the testing to examine how sand grain size influences the determination of density in the field.

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Comparison between Field Test and Numerical Analysis for a Jacket Platform in Bohai Bay, China

  • Yang He-Zhen;Park Han-Il;Choi Kyung-Sik;Li Hua-Jun
    • 한국해양공학회지
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    • 제20권2호
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    • pp.1-7
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    • 2006
  • This paper, presents a comparison between numerical analysis and field test on a real offshore platform in Bohai Bay, China. This platform is a steel jacket offshore platform with vertical piles. The field testing under wave-induced force and wind force etc. was conducted, in order to obtain the dynamic parameters of the structure, including the frequencies of the jacket platform, as well as the corresponding damping ratios and mode shapes. The natural excitation technology (NexT) combined with eigensystem realization algorithm (ERA) and the peak picking (PP) method in frequency domain are carried out for modal parameter indentification under operational conditions. The three-dimeansional finite element model (FEM) is constructed by ANSYS and analytical modal analysis is performed to generate modal parameters. The analytical results were compared with experimental results. A good agreement was achieved between the finite element and analysis and field test results. It is further demonstrated that the numerical and experimental modal analysis provide a comprehensive study on the dynamic properties of the jacket platform. According to the analysis results, the modal parameters identification under ambient excitation can calibrate finite element model of the jacket platform structures, or can be used for the structural health monitoring system.

부산물석회 성토지반의 지반공학적 특성 (Geotechnical Characteristics of a Waste Lime Embankment)

  • 홍승서;김영석;배규진
    • 지질공학
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    • 제25권4호
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    • pp.547-555
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    • 2015
  • 연구에서는 부산물석회 혼합토를 이용하여 조성된 시험성토체에 대한 지반공학적 특성에 대하여 고찰하였다. 연구에 사용한 부산물석회는 인천의 화학공장에서 소다회(Na2CO3)를 생산하는 공정에서 부수적으로 발생하는 부산물이다. 현장조성 후 3년이 경과된 후에 시험성토체를 대상으로 현장밀도, 평판재하시험, 동적콘관입시험, 현장 CBR시험을 수행하였다. 시험결과로부터 성토재료로써의 부산물석회 혼합토의 지반공학적 특성이 제시되었다.

원자력발전소 습분분리재열기 튜브 원격장검사 기술 개발 (Development of Remote Reld Testing Technique for Moisture Separator & Reheater Tubes in Nuclear Power Plants)

  • 남민우;이희종;김철기
    • 비파괴검사학회지
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    • 제28권4호
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    • pp.339-345
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    • 2008
  • 원자력발전소 열교환기 튜브의 대부분은 구리, 티타늄, 인코넬합금 등의 비자성체로 제작되어 있으나 2차 터빈계통의 습분분리재열기(moisture separator & reheater), 급수가열기 등의 튜브는 고압, 고온 등의 열악한 운전조건에서 상대적으로 고온 강도가 우수한 탄소강 또는 페라이트계열 스테인레스강 등의 자성체로 제작되어 있다. 특히 습분분리재열기 튜브와 같은 열교환 매체가 증기인 경우 열전달 능력을 증가시키기 위해서 핀 튜브를 사용한다. 탄소강 또는 페라이트계열 스테인레스강 등의 자성체 튜브는 고온, 고압에서 강도가 우수하지만 운전 중에 증기 커팅, 침식, 기계적 진동 마모, 응력부식균열 등의 사용 중 결함이 발생하여 발전소 정상운전에 지장을 초래할 수 있기 때문에 전열관의 건전성 평가를 위한 주기적인 비파괴검사의 수행이 필요하다. 하지만 자성체 열교환기 튜브는 투자율이 높은 전기적 특성으로 인하여 기존의 와전류검사기술로는 비파괴검사가 어렵기 때문에 원격장검사기술을 적용해야 한다. 따라서 본 연구에서는 원자력발전소 습분분리재열기세관의 현장적용에 필요한 검사기술을 개발하기 위해서 원격장탐촉자, 인공결함 시험편 및 탐촉자 구동장치를 설계하였으며, 이를 활용하여 발전소 현장 검사에 적용하였다.

Open-jet boundary-layer processes for aerodynamic testing of low-rise buildings

  • Gol-Zaroudi, Hamzeh;Aly, Aly-Mousaad
    • Wind and Structures
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    • 제25권3호
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    • pp.233-259
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    • 2017
  • Investigations on simulated near-surface atmospheric boundary layer (ABL) in an open-jet facility are carried out by conducting experimental tests on small-scale models of low-rise buildings. The objectives of the current study are: (1) to determine the optimal location of test buildings from the exit of the open-jet facility, and (2) to investigate the scale effect on the aerodynamic pressure characteristics. Based on the results, the newly built open-jet facility is well capable of producing mean wind speed and turbulence profiles representing open-terrain conditions. The results show that the proximity of the test model to the open-jet governs the length of the separation bubble as well as the peak roof pressures. However, test models placed at a horizontal distance of 2.5H (H is height of the wind field) from the exit of the open-jet, with a width that is half the width of the wind field and a length of 1H, have consistent mean and peak pressure coefficients when compared with available results from wind tunnel testing. In addition, testing models with as large as 16% blockage ratio is feasible within the open-jet facility. This reveals the importance of open-jet facilities as a robust tool to alleviate the scale restrictions involved in physical investigations of flow pattern around civil engineering structures. The results and findings of this study are useful for putting forward recommendations and guidelines for testing protocols at open-jet facilities, eventually helping the progress of enhanced standard provisions on the design of low-rise buildings for wind.

LRT 신호시스템에서 성능검증을 위한 시험방법 분석 (Testing method analysis for performance verification in Light Rail Transit signalling system)

  • 조봉관;황현철;이호용;류상환
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2007년도 춘계학술대회 논문집
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    • pp.1722-1728
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    • 2007
  • This study analysed testing method for performance verification in the phase of signalling system development for application in the Light Rail Transit(LRT). The main focus in this study therefore includes development of vehicle location detection system by first GPS and analysis of performance verification method by field testing. The comprehensive testing method has been analysed for the signalling system for LRT high speed operation. The signalling system for LRT high speed operation deals with vehicle location identification through vehicle location information using the second GPS and decision for whether the high speed proceed signal and departure inhibition output is feasible or not and for signalling output to the corresponding vehicle.

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누적 손상 이론을 이용한 가속 등가 하중 분석 프로그램의 개발 (Development of Accelerated Equivalent Load Analysis Program using Cumulative Damage Theory)

  • 권종호;공현식;이강용;오철성;정순배;설인환;김태진
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2000년도 추계학술대회논문집A
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    • pp.206-211
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    • 2000
  • The accelerated testing technique using the equivalent load condition plays an important part in development process. However, in the industrial field, the theoretical background and advantages of this accelerated testing technique have been lack of understanding. Because the environmental durability condition forms the foundation of the accelerated testing technique, it is important to analyze the loading components and damage in service environment. In this work, we present the theoretical background and process for accelerated testing, and introduce our accelerated equivalent load analysis program. We developed the GUI program, and the user can easily obtain the result by selecting the program module.

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