• 제목/요약/키워드: non-destructive

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비파괴 및 비색법에 의한 주상변압기 절연유의 경년열화 분석 (The Analysis on the Oil Deterioration of Pole-Transformer by Non-Destructive and UV/Visible Method)

  • 곽회로;남영우;윤영자;권혁일;이동준;송일근;권동진
    • 한국조명전기설비학회:학술대회논문집
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    • 한국조명전기설비학회 1995년도 추계학술발표회논문집
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    • pp.115-117
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    • 1995
  • This paper describes the O.T aging analysis by non-destructive electrical and UV/visible method. Non-destructive diagnosis method is tan8 test. Also the new method of the aging analysis, UV/visible method was introduced in this paper and compared with the non-destructive electrical method. The UV/visible test could be useful method for the O.T aging electrical diagnosis such as non-destructive electrical method.

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욕실 타일 하자에 대한 비파괴 조사 방법에 관한 연구 (A Study on the Non-Destructive Investigation Method of Tile Defect in the Bathroom)

  • 정기태;김범수;이정훈;송제영;오상근
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2017년도 추계 학술논문 발표대회
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    • pp.209-210
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    • 2017
  • Recently, bathroom tile defects in households are occurring more frequently. Until now, the destructive investigation method has been required to analyze tile defects. This study proposes a non-destructive using a thermal emission camera imaging as a possibly more precise method of investigating tile failure compared to previous existing methods.

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부순모래 콘크리트의 비파괴 시험에 의한 압축강도 추정 (The Compressive Strength Prediction of Crushed Sand Concrete by Non-Destructive Test Method)

  • 김명식;장희석;백동일;신남균;김강민
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2006년도 춘계 학술발표회 논문집(II)
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    • pp.145-148
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    • 2006
  • Schmidt hammer and ultra-sonic method are commonly used for crushed sand concrete compressive strength test in a construction field. At present, various of equations for prediction of strength are present, which have been used in a construction field. The purpose of this study is to evaluate the correlation between prediction strength by presentation equations and destructive strength to test specimen, and find out which is a suitable equation for the construction site, In this study, a strength test was carried out destructive test by means of core sampling and traditional test. Non-destructive test was conducted Schmidt hammer and ultra-sonic method, the experimental parameter were concrete age, curing condition, test method and strength level. It is demonstrated that the correlation behavior of crushed sand concrete strength in this study good due to the perform analysis of correlation between core, destructive strength and non-destructive strength.

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Non-destructive Method for Selection of Soybean Lines Contained High Protein and Oil by Near Infrared Reflectance Spectroscopy

  • Choung, Myoung-Gun;Baek, In-Youl;Kang, Sung-Taeg;Han, Won-Young;Shin, Doo-Chull;Moon, Huhn-Pal;Kang, Kwang-Hee
    • 한국작물학회지
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    • 제46권5호
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    • pp.401-406
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    • 2001
  • The applicability of non-destructive near infrared reflectance spectroscopic (NIRS) method was tested to determine the protein and oil contents of intact soybean [Glycine max (L.) Merr.] seeds. A total of 198 soybean calibration samples and 101 validation samples were used for NIRS equation development and validation, respectively. In the developed non-destructive NIRS equation for analysis of protein and oil contents, the most accurate equation was obtained at 2, 8, 6, 1(2nd derivative, 8 nm gap, 6 points smoothing, and 1 point second smoothing) and 2, 1, 20, 10 math treatment conditions with Standard Normal Variate and Detrend (SNVD) scatter correction method and entire spectrum (400-2500 nm) by using Modified Partial Least Squares (MPLS) regression, respectively. Validation of these non-destructive NIRS equations showed very low bias (protein: 0.060%, oil: -0.017%) and standard error of prediction (SEP, protein: 0.568 %, oil : 0.451 %) as well as high coefficient of determination ($R^2$, protein: 0.927, oil: 0.906). Therefore, these non-destructive NIRS equations can be applicable and reliable for determination of protein and oil content of intact soybean seeds, and non-destructive NIRS method could be used as a mass screening technique for selection of high protein and oil soybean in breeding programs.

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비파괴 시험방법을 이용한 원목 내부결함 예측 및 분류의 계량화(計量化)에 관한 연구 (I) - 원목의 횡단방향을 중심으로 - (Study on Mensurability of Internal Defect Prediction and of Classification of Log by NDE(Non-Destructive Evaluation) (I) - Focused on Cross Direction of Log -)

  • 박헌;강은창;전성진;윤경섭
    • Journal of the Korean Wood Science and Technology
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    • 제23권2호
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    • pp.47-54
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    • 1995
  • This study was to measure the properties of logs and classify them by non-destructive methods. The purpose of this experiment was focused at mensurability of logs by non-destructive methods. The non-destructive instrument, Stress-Wave Timer 239A which was made by Metriguard in U.S.A., was used. The stress wave velocities of log's cross direction were measured and compared with three different methods; 1. with hammer, 2. with hammer and D.B.H. meter, 3. with manufactured instrument. Number of used logs were seven logs, which were classified by naked eye into six groups; very severe rot, severe rot, mild rot & knot, mild rot & check, mild rot, sound log, and in diameter were into three groups; large(57.4cm), medium(36~41.2cm), small(28.9cm) log. The results, which were classified by mensurability with non-destructive methods, were followed; 1. The stress wave velocities were very different between rot and sound log. So it meant the possibility of mensurability of logs by non-destructive method even if high standard error. 2. The stress wave velocities decreased with checks more than with rots, which meant the checks affected speeds more. 3. The stress wave velocities increased with knot. 4. The velocities with manufactured instrument showed lower standard error, so more accurate results than other methods. Especially the required labour decreased from 3~4 to 2 persons. 5. Finally, the mensurability showed more accurate results and made the classification of logs scientific.

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초음파 및 전기저항을 활용한 나노-시멘트 복합체의 비파괴 분석 (Non-destructive Analysis of Nano-Cementitious Composites Using Ultrasonic and Electrical Resistance)

  • 신양섭;이희영;조상현;박소현;정원석
    • 한국건설순환자원학회논문집
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    • 제9권3호
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    • pp.322-329
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    • 2021
  • 나노-시멘트 복합체는 나노재료 분산 불량 및 제작과정 불량으로 인하여 내부에 결함이 발생할 수 있다. 이러한 내부 결함은 나노-시멘트 복합체에 치명적인 문제를 야기할 수 있으나 국내외에서의 나노-시멘트 복합체 내부의 결함 크기에 따른 비파괴 분석 관련 연구는 미비한 실정이다. 본 연구는 초음파와 전기저항을 활용하여 나노-시멘트 복합체의 비파괴 분석을 수행하고자 한다. 시편 내부의 결함은 다양한 크기로 구현되었으며, 시편은 양생일 및 결함 크기에 따라 초음파 비파괴 분석과 전기저항 비파괴 분석이 수행되었다. 실험 결과, 초음파 전파 속도는 결함 크기가 증가할수록 최대 11% 감소하였으며, 전기저항은 결함 크기에 따라 최대 14%까지 증가하였다. 이러한 이유로 초음파와 전기저항을 이용한 비파괴 분석을 활용하여 나노-시멘트 복합체 내부의 결함을 예측할 수 있는 것으로 판단된다.

Potential of near infrared spectroscopy for non-destructive estimation of soluble solids in growing melons

  • Ito, Hidekazu;Morimoto, Susumu;Yamauchi, Ryougo
    • 한국근적외분광분석학회:학술대회논문집
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    • 한국근적외분광분석학회 2001년도 NIR-2001
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    • pp.1525-1525
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    • 2001
  • Non-destructive determination of soluble solids(Brix) in harvested fruits using near infrared(hereafter, NIR) spectroscopy has been reported by many researchers. We have just reported on non-destructive estimation of Brix in harvested melons using a NIR Systems Model 6500 spectrophotometer(Ito et al., 2000). There is a melon cultivar that is difficult to judge the harvest time from the external appearance. If we can determine Brix in growing fruits non-destructively in the field, immature fruits will not be harvested. A portable m spectrophotometer for field use has been just developed by Kubota Corporation. The spectral data of growing melons were measured by the portable spectrophotometer. A commercial program was used for multiple linear regression analysis. Brix in growing melons could be estimated by a multiple regression equation calibrated with harvested melons. Absorbances of 906 and 874 nm were included as the independent variables in the multiple regression equation, and these wavelengths are key wavelengths for non-destructive Brix determination.

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비파괴시험 자료를 적용한 콘크리트 기준강도의 통계적 추정 (Statistical Estimation of Specified Concrete Strength by Applying Non-Destructive Test Data)

  • 백인열
    • 한국안전학회지
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    • 제30권1호
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    • pp.52-59
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    • 2015
  • The aim of the paper is to introduce the statistical definition of the specified compressive strength of the concrete to be used for safety evaluation of the existing structure in domestic practice and to present the practical method to obtain the specified strength by utilizing the non-destructive test data as well as the limited number of core test data. The statistical definition of the specified compressive strength of concrete in the design codes is reviewed and the consistent formulations to statistically estimate the specified strength for assessment are described. In order to prevent estimating an unrealistically small value of the specified strength due to limited number of data, it is proposed that the information from the non-destructive test data is combined to that of the minimum core test data. The the sample mean, standard deviation and total number of concrete test are obtained from combined test data. The proposed procedures are applied to an example test data composed of the artificial numerical values and the actual evaluation data collected from the bridge assessment reports. The calculation results show that the proposed statistical estimation procedures yield reasonable values of the specified strength for assessment by applying the non-destructive test data in addition to the limited number of core test data.

비파괴 충격파를 이용한 아스팔트 공시체의 수분민감도 평가 (Evaluation for Moisture Susceptibility of Asphalt Mixtures using Non-Destructive Impact Wave)

  • 장병관;김도완;문성호;장영선
    • 한국도로학회논문집
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    • 제15권3호
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    • pp.53-63
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    • 2013
  • PURPOSES : This study is to evaluate moisture susceptibility of asphalt mixtures by using non-destructive impact wave and to determine durability so as to decrease the gap between before and after freezing in the future. METHODS : Using non-destructive impact wave, this study is to determine the dynamic modulus of asphalt specimen. Furthermore, the results obtained from two experiment accelerometers are used for the dynamic modulus determination. The dynamic moduli of specimens are compared with those of the freezing-thawing specimens. RESULTS : Test results showed that the dynamic modulus before freezing and thawing environment loads at each temperature dropped about 3.7% after the environmental loads. Furthermore, correlation analysis indicates that transition of dynamic modulus at each point is about 89.59%. CONCLUSIONS: Evaluation of asphalt mixtures using non-destructive impact wave has excellent repeatability and simple equipment for the test. Consequently, the method in the study will be useful for evaluating the characteristics of a various asphalt mixtures.

지반물성추정 및 다짐관리를 위한 비파괴시험장비의 개발 (A Development on the Non-Destructive Testing Equipment for the Compaction Control and the Evaluation of Pavements Properties)

  • 최준성;김인수;유지형;김수일
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2000년도 가을 학술발표회 논문집
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    • pp.385-390
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    • 2000
  • In this study, the Non-Destructive Testing Equipment was introduced for the compaction control and the evaluation of pavements properties and the developing process was showed. Falling Weight Deflectometer(FWD) is a system for performing non-destructive testing of pavement and the other foundation structures. The system develops forces from the acceleration caused by the arrest of a falling weight and these forces are transmitted onto the surface of a structure causing it to deflect much as it would due to the weight of a passing wheel load. The structure will bend downward and exhibit a deflection basin. FWD uses a set of velocity sensors to determine the amplitude and shape of the deflection basin. The deflection response, when related to the applied loading, can provide information about the strength and condition of the various elements of the test structure. In this study, a computer program was developed that can be used to evaluate pavement and foundation structures from the data produced by FWD. The Falling Weight Deflectometer, non-destructive testing equipment, is increasing used at the whole world.

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