• 제목/요약/키워드: Non-destructive Analysis

검색결과 558건 처리시간 0.023초

흥국사 동종의 비파괴 조사 분석 (Non-destructive Analysis of Bronze Bell in the Heungguksa Temple)

  • 홍종욱;이재진
    • 보존과학연구
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    • 통권31호
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    • pp.131-140
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    • 2010
  • This study shows the comparison of chemical compositions of main component with other bronze bells after the research on the component analysis by non-destructive XRF analysis. There are shrinkage cavities caused by the shrinkage defect and pores with pollutants on Bronze Bell of Heungguksa Temple with gamma radiation images and 77.3% of copper, 8.4% of tin and 10.9% of lead were determined as the main components of it with XRF analysis The tin content of Brozen Bell of Heungguksa Temple is less than those (11~18%) of other bronze bells but the lead content of that is higher. The lead content of it shows 10.91% which is quite high while generally the lead contents of other bells were controlled lower than 2.1%. Buddhist bells have the different lead content according to the period. The lead content was low until Silla Dynasty and Unified Silla period but it has been getting higher since some point of Koryo Dynasty. It is assumed that expensive copper and tin were replaced with lead.

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비파괴 밀도시험을 통한 아스팔트 콘크리트의 공극률 추정 연구 (Estimation of Air Voids of Asphalt Concrete Using Non-destructive Density Testing)

  • 나일호;이성진;윤지현;김광우
    • 한국농공학회논문집
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    • 제60권6호
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    • pp.111-119
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    • 2018
  • The air-void is known to be one of the influencing factors for estimating long-term performance of asphalt concrete. Most of all, confirming air void or density of pavement layer is important for quality control of field compaction level of asphalt concrete pavement. In this study, a non-nuclear type non-destructive density gage (NDDG) was used to estimate compacted air-voids of asphalt pavement as a non-destructive test method. Asphalt concrete slab specimens were prepared using 6 types of asphalt mixes in laboratory (lab) for lab NDDG test. Four different base structure materials were used to find out if there were any differences due to the type of base structure materials. The actual air-voids and NDDG air-voids were measured from 6 asphalt concrete slabs. Four sections of field asphalt pavements were tested using the NDDG, and actual air voids were also measured from field cores taken from the site where the NDDG air-void was measured. From lab and field experimental tests, it was found that the air-voids obtained by NDDG were not the same as the actual air-voids measured from the asphalt concrete specimen. However, it was possible to estimate air voids based on the relationship obtained from regression analysis between actual and NDDG air voids. The predicted air-voids based on the NDDG air-voids obtained from 50mm depth were found to be reliable levels with $R^2{\fallingdotseq}0.9$. Therefore, it was concluded that the air-voids obtained from NDDG could be used to estimate actual air-voids in the field asphalt pavement with a relatively high coefficient of determination.

자율무인잠수정용 UHF-GPS 안테나 설계 및 해석 (Design and Analysis of UHF-GPS Antenna for Autonomous Underwater Vehicles)

  • 박상진;조영준;서동현;박인근
    • 한국항행학회논문지
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    • 제26권6호
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    • pp.464-473
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    • 2022
  • 본 논문에서는 자율무인잠수정에 사용되는 UHF-GPS 안테나의 성능을 만족하는 경량화 설계에 대해 제안하였다. 설계 프로세스에 사용된 구조해석, 수밀외압시험 그리고 비파괴 검사는 수중운용 환경에서 발생하는 외력에 대한 구조 안전성을 고려하여 결정하였다. 먼저 수상에서 모함과 통신을 위한 UHF-GPS 안테나 성능과 수중 운용 시 발생하는 20 bar 압력을 고려한 레이돔 재질을 선정하였으며, 전자기장해석 및 구조해석을 수행하여 무게 대비 강도 및 강성이 높고 유전율이 우수한 PA-GF 소재를 선정하였다. 그리고 UHF-GPS 안테나의 요구 중량을 만족하기 위한 레이돔 두께별 전자기장해석 및 구조해석을 추가 수행하였으며, 최종 모델 선정 후 수밀외압시험 및 비파괴 검사를 통해 구조 안전성을 검증하였다.

광학적 방법을 이용한 비파괴적인 계란의 신선도 분석 방법 (Non-destructive analysis method of egg freshness by using optical method)

  • 조성복;황대석;이영우
    • 한국정보통신학회:학술대회논문집
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    • 한국해양정보통신학회 2007년도 춘계종합학술대회
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    • pp.449-451
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    • 2007
  • 텅스텐-할로겐(300 - 1050 nm) 광원을 사용한 광학적 방법으로 계란의 신선도를 측정하였다. 계란의 신선도는 저장온도, 습도, 이산화탄소 농도, 저장 기간 및 유전 형질에 따라 달라진다 광원을 조사하여 투과 및 반사 스펙트럼을 분석하여 계란의 신선도를 파악하였다.

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유물의 비파괴 조사 연구-청원 미천리 고분 출토 유물을 중심으로 (The study of non-destructive analysis of objects excavated at the tomb of Mich’un-ri in Ch’ung-won)

  • 문환석;조남철;김성배
    • 보존과학연구
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    • 통권20호
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    • pp.81-90
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    • 1999
  • We performed the non-destructive analysis of objects excavated at the Tomb of Mich’un-ri in Ch’ung-won. We analysed components using of Energy Dispersive X-Ray Micro-Fluorescence Analyzer. Glass bead inlaid with silver was classified as K2O-CaO-SiO2 type of glass. Purity of silver inlaid in the surface was verified above 97%.All small ear-ring were made by rolling up gold broad to a bronze wick. The composition ratio of Au : Ag has significantly higher 87 : 11 than bigear-ring. As a result of composition analysis of a welded part with big ear-ring, it contained the more Cu, Hg contents and the less Au, Ag contents than the surface of big ear-ring.

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Non-destructive Leakage Location Analysis Method in Substrate Behavior Response Testing of Waterproofing Membrane Systems using Thermal Emission Camera

  • 오규환;강파;오상근
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2017년도 추계 학술논문 발표대회
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    • pp.47-48
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    • 2017
  • The substrate behavior response testing outlined in KS F 2622 evaluates the leakage cause of waterproofing membrane systems when subjected to the concrete joint load behaviors by removing the waterproofing layer after testing, relying mostly on visual observation and subjective analysis. A non-destructive leakage cause and failure type analysis method is proposed currently in this study by the means of detecting leakage paths using thermal emission imaging systems. Test specimens are placed in varying temperature conditions after the concrete joint movement testing and are scanned using the thermal emission camera to determine the location and dimension of the adhesion failure/leakage path beneath the waterproofing membranes.

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3차원 형상측정을 위한 전자 스페클 등고선 추출법에 관한 연구 (A Study on Elecctronic Speckle Contouring for 3-D Shape Measurement)

  • 김계성
    • 한국공작기계학회:학술대회논문집
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    • 한국공작기계학회 1998년도 춘계학술대회 논문집
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    • pp.239-244
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    • 1998
  • ESP(Electronic Speckle Pattern Interferometry) is an optical technique to measure deforamtion of engineering components and materials in industrial areas. ESPI, a non-contact and non-destructive measuring method, is capable of providing full-field results with high spatial resolution and high speed. One of important application aspects using electronic speckle pattern interferometry is to generate contours of a diffuse object in order to provide data for 3-D shape analysis and topography measurement. The electronic speckle contouring is suitable for providing measurement range from millimeters to several centimeters. In this study, we introduce the contouring method by modified dual-beam speckle pattern interferometer and a shift of the two illumination beams through optical fiber in order to obtain the contour fringe patterns. Before the experiments, we performed the geometric analysis for dual-beam-shifted ESPI contouring. And by this geometric analysis, we performed the electronic speckle contouring experiment. We used 4-frame phase shifting method with PZT for quantitative analysis of contour fringes. Finally, we showed good agreements between the geometric analysis and experimental results.

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EDXRF에 의한 용접흄 중의 중금속의 비파괴 정량 (The Non-Destructive Determination of Heavy Metals in Welding Fume by EDXRF)

  • 박승현;정지연;유장진;이나루;유일재;송경석;이용학;한정희;김성진;박정선;정호근
    • 한국산업보건학회지
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    • 제11권3호
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    • pp.229-234
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    • 2001
  • The EDXRF(Energy Dispersive X-ray Fluorescence Spectrometer) technique was applied to the determination of heavy metals in welding fume. The EDXRF method designed in this study was a non-destructive analysis method. Samples were analyzed directly by EDXRF without any pre-treatment such as digestion and dilution. The samples used to evaluate this method were laboratory samples exposed in a chamber connected with a welding fume generator. The samples were first analyzed using a non-destructive EDXRF method. The samples subsequently were analyzed using AAS method to verify accuray of the EDXRF method. The purpose of this study was to evaluate the possibility of the non-destructive analysis of heavy metals in welding fume by EDXRF. The results of this study were as follow: 1.When the samples were collected under the open-face sampling condition, a surface distribution of welding fume particles on sample filters was uniform, which made non-destructive analysis possible. 2. The method was statistically evaluated according to the NIOSH(National Institute for Occupational Safety and Health) and HSE(Health and Safety Executive) method. 3. The overall precision of the EDXRF method Was calculated at 3.45 % for Cr, 2.57 % for Fe and 3.78 % for Mn as relative standard deviation(RSD), respectively. The limits of detection were calculated at $0.46{\mu}g$/sample for Cr, $0.20{\mu}g$/sample for Fe and $1.14{\mu}g$/sample for Mn, respectively. 4. A comparison between the results of Cr, Fe, Mn analyzed by EDXRF and AAS was made in order to assess the accuracy of EDXRF method. The correlation coefficient between the results of EDXRF and AAS was 0.9985 for Cr, 0.9995 for Fe and 0.9982 for Mn, respectively. The overall uncertainty was determined to be ${\pm}12.31%$, 8.64 % and 11.91 % for Cr, Fe and Mn, respectively. In conclusion, this study showed that Cr, Fe, Mn in welding fume were successfully analyzed by the EDXRF without any sample pre-treatment such as digestion and dilution and a good correlation between the results of EDXRF and AAS was obtained. It was thus possible to use the EDXRF technique as an analysis method of working environment samples. The EDXRF method was an efficient method in a non-destructive analysis of heavy metals in welding fume.

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Analysis of a damaged industrial hall subjected to the effects of fire

  • Kmet, Stanislav;Tomko, Michal;Demjan, Ivo;Pesek, Ladislav;Priganc, Sergej
    • Structural Engineering and Mechanics
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    • 제58권5호
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    • pp.757-781
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    • 2016
  • The results of diagnostics and analysis of an industrial hall located on the premises of a thermal power plant severely damaged by fire are presented in the paper. The comprehensive failure-related diagnostics, non-destructive and destructive tests of steel and concrete materials, geodetic surveying of selected structural members, numerical modelling, static analysis and reliability assessment were focused on two basic goals: The determination of the current technical condition of the load bearing structure and the assessment of its post fire resistance as well as assessing the degree of damage and subsequent design of reconstruction measures and arrangements which would enable the safe and reliable use of the building. The current mechanical properties of the steel material obtained from the tests and measured geometric characteristics of the structural members with imperfections were employed in finite element models to study the post-fire behaviour of the structure. In order to compare the behaviour of the numerically modelled steel roof truss, subjected to the effects of fire, with the real post-fire response of the damaged structure theoretically obtained resistance, critical temperature and the time at which the structure no longer meets the required reliability criteria under its given loading are compared with real values. A very good agreement between the simulated results and real characteristics of the structure after the fire was observed.