• 비파괴검사학회지
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• 제28권6호
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• pp.469-476
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• 2008

Condition based maintenance(CBM) for the preventive diagnosis of important equipments related to safety or accident in power plant is essential by using the suitable methods based on actual power plant conditions. To improve the reliability and accuracy of the measured value at the minute leak situation, and also to monitor continuously internal leak condition of power plant valve, the development of a diagnosis and monitoring technique using multi-measuring method should be performed urgently. This study was conducted to estimate the feasibility of multi-measuring method using three different methods such as acoustic emission(AE) method, thermal image measurement and temperature difference$({\Delta}T)$ measurement that are applicable to internal leak diagnosis for the power plant valve. From the experimental results, it was suggested that the multi-measuring method could be an effective way to precisely diagnose and evaluate internal leak situation of valve.

• 한국구조물진단유지관리공학회 논문집
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• 제3권2호
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• pp.177-183
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• 1999

The major object of this study is to investigate experimentally the experimental equation by the non-destructive testing methods of ultrasonic pulse velocity, rebound number, combined method of ultrasonic pulse velocity and rebound number, maturity which are applicable to the evaluation of compressive strength of concrete at early ages. Also test result of mix are statistically analyzed to infer the correlation coefficient between the maturity and the compressive strength of concrete. The results show good application of Logistic curve for estimating strength development under various curing temperature. The relation between ultrasonic pulse velocity, rebound number, combined method of ultrasonic pulse velocity and rebound number and compressive strength of concrete have low correlation coefficient, but maturity method show good correlation coefficient.

• 분석과학
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• 제23권3호
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• pp.255-260
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• 2010

환경부에서는 오염물질 다량 방출 건축자재의 효율적인 관리를 위해 "다중이용시설 등의 실내 공기질 관리법" 중 접착제의 시험방법과 방출관리기준을 동시에 개정하였다. 따라서 기존 관리수준과 개정 관리수준의 직접적인 비교가 불가능하다. 이 연구에서는 접착제의 개정된 시험방법의 각 요소들이 오염물질 방출강도에 미치는 영향들을 기존 시험방법과 비교하여 검토하였다. 이를 통하여 개정된 오염물질 방출관리기준을 평가하였다. 그 결과 접착제는 시험기간의 변경으로 인해 방출강도가 약 2.5배 약화되었고 건조시간의 변경에 따른 방출강도의 차이는 거의 없는 것으로 나타났다. 시험방법의 변경된 내용을 적용한 TVOC 방출 관리기준은 기존 방출 관리기준에 비해 약 2.1배 강화된 것으로 나타났다.

• 비파괴검사학회지
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• 제15권2호
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• pp.364-370
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• 1995

본 논문은 초음파법을 이용하여 소결 재료의 비파괴적인 평가 방법을 확립하는데 목적을 두고 있다. 소결 재료의 밀도는 소결체로 제작되는 동안 금형과 분말사이의 마찰 때문에 부분적으로 불균질한 분포를 가지고 있으며 이 불균질성은 에너지 감쇠 계수 및 초음파 반사 에코의 주파수 스펙트럼에 있어 중심 주파수의 변화량에 의해 조사되었다. 초음파의 속도, 탄성계수, 포와송 비는 소결 재료의 밀도와 비례 관계에 있었으며 저면 반사파의 중심 주파수는 초음파의 전파 거리의 증가 및 밀도의 감소에 따라 저주파수 쪽으로 이동하였으나 에너지 감쇠 계수는 밀도의 증가에 따라 감소하고 있었다. 본 논문에서는 반사파의 주파수 스펙트럼에 있어 중심 주파수의 변화가 소결 재료의 비파괴적인 평가 방법으로써의 가능성을 보여주고 있다.

• Structural Engineering and Mechanics
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• 제28권5호
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• pp.525-548
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• 2008

This article deals the theory for solving an inverse problem of plate structures using the frequency-domain information instead of classical time-domain delays or free vibration eigenmodes or eigenvalues. A reduced set of output parameters characterizing the defect is used as a regularization technique to drastically overcome noise problems that appear in imaging techniques. A deconvolution scheme from an undamaged specimen overrides uncertainties about the input signal and other coherent noises. This approach provides the advantage that it is not necessary to visually identify the portion of the signal that contains the information about the defect. The theoretical model for Quantitative nondestructive evaluation, the relationship between the real and ideal models, the finite element method (FEM) for the forward problem, and inverse procedure for detecting the defects are developed. The theoretical formulation is experimentally verified using dynamic responses of a steel plate under impact loading at several points. The signal synthesized by FEM, the residual, and its components are analyzed for different choices of time window. The noise effects are taken into account in the inversion strategy by designing a filter for the cost functional to be minimized. The technique is focused toward a exible and rapid inspection of large areas, by recovering the position of the defect by means of a single accelerometer, overriding experimental calibration, and using a reduced number of impact events.

• 정보처리학회논문지D
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• 제14D권6호
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• pp.657-664
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• 2007

URC(Ubiquitous Robotic Companion)이라는 개념은 로봇은 다양한 서비스를 어느 곳에서나 어느 때나 사용자가 제공 받을 수 있도록 네트워크 기반으로한 로봇 시스템을 일컫는다. 이는 로봇에 네트워크를 활용하여 로봇이 제공할 수 있는 응용서비스를 확장하고 로봇이 모든 기능을 자체적으로 가짐으로써 안게 되는 기술적, 비용적 문제를 네트워크를 통해 기능을 분담하는 것이다. URC 소프트웨어 컴포넌트는 크게 HRI, 로봇액션 등으로 구분되는데 본 논문에서는 URC 컴포넌트의 시험평가를 위하여 품질모델 분석과 컴포넌트 시험 성능 평가 기준서를 설계한다. 또한 품질 프로세스 정의, 테스트케이스 설계 및 URC 컴포넌트 테스팅과 평가 사례를 제안한다.

• 비파괴검사학회지
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• 제11권1호
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• pp.23-30
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• 1991

In this study the bonding quality evaluation of FRP honeycomb structure was performed by the ultrasonic C-Scan method and stress wave factor measurements. These NDT techniques could be well applied to the disbonding detection of FRP honeycomb structures. Especially, stress wave factor (SWF) measurement is expected to be a useful technique in field applications.

• 한국도로학회논문집
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• 제20권3호
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• pp.19-26
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• 2018

PURPOSES : The main purpose of this study is suggest of field bond strength evaluation method for more objective evaluation method through Evaluation of Bond Strength Properties with changing aspect ratio and temperature. METHODS : The evaluation is laboratory bond strength test. Using the core machine, the pull-off test method ; the bond strength test of interface layer the universal testing machine. RESULTS : As a result of the laboratory bond strength evaluation, it was verified that the bond strength by aspect ratio decreases linearly with increasing aspect ratio and the bond strength properties by temperature change existed at high and low temperature condition relative to odinary temperature condition. CONCLUSIONS : According to the results of laboratory bond strength evaluation, the field bond strength evaluation results suggest applying the proposed correction factor (0.8, 1.0, 1.4, 1.9) according to aspect ratio(0.5, 0.1, 1.5, 2.0), For more objective evaluation of the bond strength, it is analyzed that the evaluation value is within $6{\sim}32^{\circ}C$ and the result can be obtained within 5% of the coefficient of variation.

• 터널과지하공간
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• 제15권5호
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• pp.352-358
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• 2005

콘크리트 비파괴 검사를 위하여 배면공동모형과 교량공동모형에 대하여 시간영역 탐사와 주파수영역 탐사를 실시하였다. 시간영역 탐사는 초동주시 역산법을 이용하여 토모그래피를 작성하여 공동의 여부를 해석하였다. 주파수영역 탐사는 시간영역 기록을 푸리에 변환에 의한 주파수영역에서의 최대 주파수를 분석하여 해석하였다.

• Earthquakes and Structures
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• 제3권3_4호
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• pp.519-532
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• 2012

Using nondestructive testing techniques to evaluate the length or depth of an existing foundation is an important issue with potential high application values. One of these is to evaluate whether the foundation is broken after severe earthquakes. In this aspect, academic research related to nondestructive evaluation for caisson foundations is rarely reported. The objective of this paper is to study the feasibility of using Sonic Echo method to evaluate the depth of caisson foundations. Two types of caissons, simple cylindrical caisson and compound caisson with chambers, were studied for their responses to the Sonic Echo tests. The study was carried out in numerical simulation with finite element method and experimental way with in-situ tests. A bridge system which spans over Sofong Brook in Taiwan was selected for the tests in situ. The bridge system is still under construction and therefore the effect of different construction stages on the testing results may be studied. In this paper, the parameters to be varied for the studies include the testing locations and the existence of chamber plates, the bottom plate and the top plate. Finally some preliminary conclusions can be reached for a successful test.