• 한국압력기기공학회 논문집
• /
• 제11권2호
• /
• pp.13-19
• /
• 2015

Steam generator is one of the most important component of nuclear power plant, and it's integrity and reliability are to be assured to high level by pre-service inspection and in-service inspection. To improve the reliability of steam generator heat exchanger tubes and to secure the management of nuclear power plant safely, KHNP CRI recently has developed eddy current testing system for steam generator. KHNP CRI have performed a series of experimental verification and field application to confirm the performance of the developed ECT system in accordance with ASME Code requirements. The ECT system consists of a remote data acquisition unit, an ECT signal acquisition and analysis software, a water chamber robot controller and a probe push-puller. In this paper, we will details of the developed ECT system and the software and their experimental performance. And also we will report the field applying performance and the issues for further steps.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2000년도 가을 학술발표회 논문집
• /
• pp.303-310
• /
• 2000

A new stress path testing scheme with back pressure equalization process is proposed, to compute the settlement of clay soils based on their probable deformation mode. The proposed testing scheme minimizes the efforts for testing, otherwise numerous testing works are required to simulate the probable stress paths in the field. Furthermore, the proposed testing scheme can supply anisotropic stress paths for consolidation which cannot be possible in a conventional way. The validity and effectiveness of the proposed testing scheme was investigated and confirmed with test results on remolded kaolinite clay soils. Conclusively, it is suggested that the proposed testing scheme is a very effective tool to compute settlement of clay soils and it is also very useful to investigate the anisotropic characteristics of deformation of clay soils.

• 비파괴검사학회지
• /
• 제30권3호
• /
• pp.212-224
• /
• 2010

The usefulness of the magnetic camera for non-destructive testing of aging aircraft is discussed in this paper. The magnetic camera can be used f magnetic particle testing(MT), magnetic flux leakage testing(MFLT), eddy current testing(ECT) and penetration testing(PT). It measures the distribution of a magnetic field and visualizes the magnetic pattern. Near and far side cracks, fatigue, thickness degradation, and cracks under rivets have been detected. The possibility of quantitative evaluation was also examined. Using indirect experiments, we verified the detection ability of the sensor for cracks in titanium and advanced composite materials.

• Journal of Multimedia Information System
• /
• 제1권2호
• /
• pp.127-132
• /
• 2014

The transverse electromagnetic (TEM) cells are widely used for electromagnetic compatibility (EMC) testing and field probe calibrations. We propose the verification of TEM mode with statistical method using a four-port TEM cell. The verification results are compared with Normal, Rayleigh, and Gamma distribution. As a result, the 75 % quantile of the Rayleigh distribution is excellent agreement with the true quantiles for a number of calibration points.

• 비파괴검사학회지
• /
• 제21권2호
• /
• pp.177-181
• /
• 2001

광학적 비접촉 비파괴검사 방법인 ESPI, Shearography를 이용한 측정은 자동차나 항공기산업 등에서 최근 폭넓게 이용되고 있다. 빠른 측정 속도와 측정 대상의 전 영역을 한번에 측정할 수 있는 장점을 가진 Shearography를 이용한 비파괴검사 방법을 기존의 광계측법인 ESPI와 비교하였다. 또한 이러한 장점을 살려 산업현장에서 수행한 여러 가지 비파괴검사 사례를 제시하였다.

• 비파괴검사학회지
• /
• 제28권5호
• /
• pp.416-420
• /
• 2008

전자기음향변환기 분야에서는 나선형 RF 코일이 솔레노이드 코일보다 훨씬 널리 사용되고 있다. 그러나 실린더 구조물의 원거리 초음파검사용 자왜 스트립 도파변환기 분야에서는 솔레노이드 코일이 주로 사용되어왔다. 이는 아마도 낮은 주파수의(즉, 치수가 큰) 나선형 코일의 제작의 어려움에 기인하는 것 같다. 본 논문에서는 FFC(flexible flat cable)로 나선형 코일 자왜 스트립 도파변환기를 제작하는 방법을 기술한다. 기존의 솔레노이드 코일 변환기와의 비교실험을 통하여 나선형 코일 변환기가 훨씬 우수한 성능(감도, 신호-대-잡음 비, 도파방향조정능력)을 갖는다는 것을 실증한다.

• 한국건축시공학회지
• /
• 제2권3호
• /
• pp.123-130
• /
• 2002

Recently, it is being studied on the high strength concrete in many laboratories and being applied to the construction field actually. But non-destruction testing equation that to be proposed about normal strength concrete in Japan has been using because the systematic study results for the estimation of compressive strength of high strength concrete do nit exist. So it is essential to suggest the non-destruction testing equation for the estimation of compressive strength of high strength concrete. This is an experimental study to analyze and investigate the non-destruction testing equation for the estimation of compressive strength of high strength concrete. The results are as follows; The relation between rebound number, pulse velocity and compressive strength of high strength concrete have lower coefficient than combined method of rebound number and pulse velocity. Also new non-destructive testing equation for the estimation on the compressive strength of high strength concrete was suggested in this study, and it is considered that these equations have possibility to be applied in domestic construction field.

• 한국산학기술학회논문지
• /
• 제8권5호
• /
• pp.1152-1158
• /
• 2007

현재 미국, 유럽, 일본 등을 중심으로 기존의 다짐평가시험보다 빠르고 간편하게 다짐도를 평가할 수 있는 장비들이 개발되어 사용되고 있지만 국내에서는 아직 이러한 다짐평가장비의 사용이 보편화 되어 있지 않다. 이 연구에서는 모형지반에서 진동핸드로울러를 이용하여 다짐을 실시하고 기존 다짐평가 방법인 들밀도시험결과와 새로운 다짐평가장비인 지오게이지(geogauge), 간이지지력측정기(CASPFOL), 동평판재하시험기(LFWD), 동적콘관입시험기(DCP) 결과를 비교 분석하고 시험장비간 상관성 평가를 수행 하였다. 그 결과 상관계수는 $70{\sim}95%$로 대부분 높은 상관성을 보이는 것으로 나타났다.

• 식물병연구
• /
• 제24권3호
• /
• pp.233-236
• /
• 2018

A multiplex RT-PCR (mRT-PCR) assay was developed for the detection of the recently reported viruses, Cherry virus A (CVA), Little cherry virus 1 (LChV-1), and Little cherry virus 2 (LChV-2), in cherry plants in Korea. Eight sets of primers were designed for each virus and their specificity was tested by using various combinations of mixed primer sets. From the designed primer sets, one combination was selected and further evaluated to estimate the optimum temperature and detection limits of the mRT-PCR. A newly developed mRT-PCR assay was also tested using 20 cherry samples collected in the field. This mRT-PCR assay may be a useful tool for field surveys of diseases and the rapid detection of these three viruses in cherry plants.

• Structural Engineering and Mechanics
• /
• 제6권3호
• /
• pp.259-274
• /
• 1998

The test results from non-destructive and destructive field testing of a three-span deteriorated reinforced concrete slab bridge are used as a vehicle to examine the reliability of available tools for finite-element analysis of in-situ structures. Issues related to geometric modeling of members and connections, material models, and failure criteria are discussed. The results indicate that current material models and failure criteria are adequate, although lack of inelastic out-of-plane shear response in most nonlinear shell elements is a major shortcoming that needs to be resolved. With proper geometric modeling, it is possible to adequately correlate the measured global, regional, and local responses at all limit states. However, modeling of less understood mechanisms, such as slab-abutment connections, may need to be finalized through a system identification technique. In absence of the experimental data necessary for this purpose, upper and lower bounds of only global responses can be computed reliably. The studies reaffirm that success of finite-element models has to be assessed collectively with reference to all responses and not just a few global measurements.