• Title/Summary/Keyword: 비파괴 분석법

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Comparison and Analysis of Tomography Methods for Reconstruction of Three-dimensional Density Distributions in Two-phase Flows (2상유동장 내 3차원 밀도 분포 재건을 위한 토모그래피 기법의 성능 비교 분석)

  • Ko, Han-Seo;Kim, Yong-Jae
    • Journal of the Korean Society for Nondestructive Testing
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    • v.22 no.5
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    • pp.545-556
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    • 2002
  • Bubble behaviors in two-phase flows have been analyzed by tomography methods such as an algebraic reconstruction technique (ART) and a multiplicative algebraic reconstruction technique (MART). Initially, a bubbly flow and an annular flow have been investigated by cross-sectional view using computer synthesized phantoms. Two tomography methods have been compared to obtain more accurate results of the two-phase flows. Then, reconstruction of three-dimensional density distributions of phantoms with two and three bubbles have been accomplished by the MART method which provided the better results for the two-dimensional reconstructions accurately to analyze the bubble behaviors in the two-phase flow.

A Study on the Error Rate of Non-destructive Rebar Detection Under Different Environmental Factors (환경적 요인에 따른 비파괴 철근 탐사의 오차율에 관한 연구)

  • Kang, Beom-Ju;Kim, Young-Hwan;Kim, Young-Min;Park, Kyung-Han;Oh, Hong-Seob
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.9 no.4
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    • pp.506-513
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    • 2021
  • The durability and safety of reinforced concrete structures significantly depend on the reinforcement conditions, concrete cover thickness, cracks, and concrete strength. There are two ways to accurately determine the information on reinforcing bars embedded in concrete - the local destructive method and the non-destructive rebar detection test. In general, the non-destructive rebar detection tests, such as the electromagnetic wave radar method, electromagnetic induction method, and radiation method, are adopted to avoid damage to the structural elements. The moisture content and temperature of concrete affect the dielectric constant, which is the electrical property of concrete, and cause interference in the non-destructive rebar detection test results. Therefore, in this study, the effects of the electromagnetic wave radar method and electromagnetic induction method have been analyzed according to the temperature and surface moisture content of concrete. Due to the technological advancement and development of equipment, the average error rate was less than 5% in the specimens at 24℃, irrespective of their operating principles. Among the tested methods, the electromagnetic induction method showed very high accuracy. The electromagnetic wave radar method indicated a relatively small error rate in the dry state than in the wet state, and exhibited a relatively high error rate at high temperatures. It was confirmed that the error could be reduced by applying the electromagnetic wave radar method when the temperature of the probe was low and in a dry state, and by using the electromagnetic induction method when the probe was in a wet state or at a high temperature.

A Study on Measurement of Internal Defects of Pressure Vessel by Digital Shearography(II) (전자 전단 간섭법을 이용한 압력용기의 내부결함 측정에 관한 연구(II) (전자 전단 간섭법을 이용한 압력용기의 내부결함 검출 시스템의 오차 분석))

  • Kang, Young-June;Park, Nak-Kyu;Ryu, Won-Jae;Kim, Dong-Woo
    • Journal of the Korean Society for Nondestructive Testing
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    • v.22 no.4
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    • pp.402-410
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    • 2002
  • Recently the necessity of study on optical measuring method using laser to detect the pipeline's defect in nuclear facilities, chemical industries and power plants has been increased. Because laser light can be delivered to a remote area without any difficulties, the application of laser in many industries can solve several difficulties from the limitation of access in danger area and reduce the risks of workers. Therefore, we applied a new experimental technique to the measurement of internal defects in pressure vessels with the combination of shearography and image processing technique and detected the internal cracks of pressure vessels in the former paper. In this paper, we used the same optical system as in the former study and found the optimum shearing magnitude by comparing the real length of specimen with experimental results. A variety of conditions were applied to certify the validity of this method. Actually, several specimens which have different lengths and depths were used in this experiment under the three diverse pressure. Consequently, we have carried out this experiment to determine the limit of measurement ability with analyzing errors.

Determination of % Contents of Uranium and Thorium in Natural Radioactive Ores by ${\gamma}$-ray Spectrometry (${\gamma}$-선 분광법을 이용한 한국산 방사성 원광내의 Uranium Thorium 함유량 측정)

  • 조성원;정문규;유건중;홍치유
    • Nuclear Engineering and Technology
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    • v.2 no.4
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    • pp.273-278
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    • 1970
  • The Contents of uranium and thorium in radioactive ores produced in Korea were determined by gamma-ray spectrometry utilizing Ge (Li) diode detector. Both methods, namely, gamma-ray spectrometries of activated samples and non-activated samples, were tested and compared for their accuracies and rapidness in determination of contents. Also the useful-ness of application of Ge(Li) diode detector to the determination of uranium and thorium contents in ores was discussed in detail.

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A Study on Measurement of Internal Defects of Pressure Vessel by Digital Shearography(I) (전자 전단 간섭법을 이용한 압력용기의 내부결함 측정에 관한 연구(I))

  • Kang, Young-June;Park, Nak-Kyu;Ryu, Won-Jae;Kim, Kyung-Suk
    • Journal of the Korean Society for Nondestructive Testing
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    • v.22 no.4
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    • pp.393-401
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    • 2002
  • Pipelines in power plants, nuclear facilities and chemical industries are often affected by corrosion effects. It is important to inspect the internal defects in pipelines in oder to guarantee safe operational condition. We have taken relatively much time, cost and manpower to use conventional NDT methods because these methods are contact measuring methods. In this paper, we used digital shearography, a laser-based optical method which allows full-field measurement of surface displacement derivatives. This method has many advantages in practical use, such as low sensitivity to environmental noise, simple optical configuration and real time measurement. The experiment was performed with pressure vessels which has different internal cracks and detected internal cracks in the pressure vessels at a real time using phase shifting method.

Application of a Simple Non Destructive Test Method to Obtain the Dynamic Modulus of Asphalt Mixtures used for an Asphalt Trackbed Foundation (아스팔트 노반 설계를 위한 간이 비파괴시험에 의한 동탄성계수 취득방법 적합성 분석)

  • Lim, Yujin;Lee, SeongHyeok;Lee, JinWook;Lee, ByeongSik
    • Journal of the Korean Society for Railway
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    • v.17 no.2
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    • pp.114-122
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    • 2014
  • An asphalt trackbed is to be adapted in Korea to provide better bearing capacity and stability to the track and a comfortable ride to passengers. The dynamic modulus of Hot Mixed Asphalt(HMA) mixes is a critical design input parameter to determine the thickness of the asphalt trackbed. In this study, impact resonant tests and ultrasonic test methods are designed to obtain the dynamic modulus. These test methods are also verified to check the etffectiveness of constructing a master curve of the dynamic modulus over a wide range of frequencies and temperatures. The test results are compared to the computed dynamic modulus using AASHTO 2002 and the KPRP's proposed model. It can be concluded that the proposed simple test methods are effective to obtain the dynamic moduli of the asphalt mixes for the design of an asphalt trackbed foundation.

Development of Fracture Toughness Evaluation Method for Composite Materials by Non-Destructive Testing Method (비파괴검사법을 이용한 복합재료의 파괴인성 평가법 개발)

  • Lee, Y.T.;Kim, K.S.
    • Journal of the Korean Society for Nondestructive Testing
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    • v.18 no.4
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    • pp.278-291
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    • 1998
  • Fracture process of continuous fiber reinforced composites is very complex because various fracture mechanisms such as matrix cracking, debonding, delamination and fiber breaking occur simultaneously during crack growth. If fibers cause crack bridging during crack growth, the stable crack growth and unstable crack growth appear repeatedly. Therefore, it is very difficult to exactly determine tile starting point of crack growth and the fracture toughness at the critical crack length in composites. In this research, fracture toughness test for CFRP was accomplished by using acoustic emission(AE) and recording of tile fracture process in real time by video-microscope. The starting point of crack growth, pop-in point and the point of unstable crack growth can be exactly determined. Each fracture mechanism can be classified by analyzing the fracture process through AE and video-microscope. The more reliable method ior the fracture toughness measurement of composite materials was proposed by using the combination of R-curve method, AE and video microscope.

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A Study on the Minimum Number of Rebound Number Test and Pulse Velocity Method for Estimating Compressive Strength of Concrete (콘크리트 압축강도 추정을 위한 반발도법과 초음파속도법의 최소시험횟수에 관한 연구)

  • Lee Mun-Hwan;Choi Chang-Woo
    • Journal of the Korea Concrete Institute
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    • v.16 no.6 s.84
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    • pp.833-840
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    • 2004
  • Among non-destructive tests for compressive strength, rebound number test and pulse velocity test are the most widely used methods. However, the non-destructive tests mostly used in Korea was developed by foreign country. Therefore, it is unreasonable to directly apply them to concrete structures in Korea. In accordance with the suggestion of Institute of Architecture in Japan for rebound number test, a compressive strength is calculated by the mean value of 20 hit points without being considered standard deviation. Furthermore, there is no regulation on the number of measurements required for measuring compressive strength by pulse velocity test. This study, therefore, reviewed the rebound number test and pulse velocity test by chi-square, and suggested the minimum number of each test. As a result, the minimum number that falls within range of reliability for rebound number test and pulse velocity test are 11 and 7, respectively. If abnormal values are processed as missing and test groups are assumed to be arrayed in cross by considering changes in quality of actual concrete structures, 20 times and 9 times are appropriate for rebound number test and pulse velocity test, respectively.

Application of Near Infrared Reflectance Spectroscopy in Quality Evaluation of Domestic Rice (한국산 쌀의 품질측정에 있어서 근적외분광분석법의 응용)

  • Moon, Sung-Sik;Lee, Kyung-Hee;Cho, Rae-Kwang
    • Korean Journal of Food Science and Technology
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    • v.26 no.6
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    • pp.718-725
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    • 1994
  • The applicability of near infrared reflectance spectroscopy (NIRS) to determine moisture, protein, fat and amylose content of domestic rice was studied. The standard error of prediction (SEP) of moisture, protein, fat and amylose in polished rice was 0.014, 0.196, 0.098 and 1.427%, and those SEP of brown rice was 0.12, 1.226, 0.153 and 1.923%, respectively. It is concluded that the NIRS method allowed to detect the content of moisture and protein in rice samples with fair precision comparing conventional analysis, but the accuracy for determining amylose and fat was not acceptable.

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Nondestructive Evaluation of Free Acid Content in Apples using Near-infrared Spectroscopy (근적외 분광분석법을 응용한 사과의 유리산 함량 측정)

  • Sohn, Mi-Ryeong;Cho, Rae-Kwang
    • Applied Biological Chemistry
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    • v.41 no.3
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    • pp.234-239
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    • 1998
  • In non-destructive evaluation of free acid content in apples by near- infrared spectroscopy(NIRS), browning and heat treatment of squeezed apple juice affected to the accuracy but titrable alkali concentration did not. The free acid content in apples after harvest was able to determine using different apples in harvest time for calibration making. The result of MLR, multiple correlation coefficient(R) was 0.77 and standard error of prediction(SEP) was 0.03%. The free acid content in apples during storage was able to determine using calibration equation established with stored apples, R was 0.90 and SEP was ca. 0.04%. The prediction accuracy by LAIR was not sufficient for use of quantitative analysis of free acid content in apple, but classification of law and high level in acid content was supposed to be applicable.

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