• 제목/요약/키워드: non-destructive analysis

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응력파를 이용한 비파괴 탐상기법의 수치해석 적용성에 관한 연구 (A Study on Applicability of Numerical Analyses for Stress Wave-Based NDE Techniques)

  • 이영준;이종세
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2003년도 봄 학술발표회 논문집
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    • pp.504-512
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    • 2003
  • Simulation programs have been developed and used as an attempt to improve the accuracy of Non-Destructive Evaluation(NDE) techniques. The applicability of these programs is very limited, however, because it is difficult to describe the delicacy of the propagation of stress waves. To investigate the applicability of the finite element analysis for stress wave-based NDE techniques numerical simulation for Impact-Echo method and SASW method is performed. The numerical studies are performed to determine the essential parameters such as contact time of impact load, mesh size and time step size. These studies show that the choice of parameter is very important for improving the accuracy and confidence of the numerical procedure and, thereby, the applicability of the numerical analysis for stress wave-based NDE techniques

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Efficiency Analysis of Acoustic Emission Control and Diagnostic Products Engineering

  • Irmuhamedova, R.M.;Sagatovo, M.V.
    • Journal of Multimedia Information System
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    • 제2권4호
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    • pp.317-326
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    • 2015
  • The paper deals with the analysis of the effectiveness of acoustic emission monitoring and diagnostics of engineering products. We discuss the results of the processing results of the field experiment to study the acoustic emission in the alloy and its welded joints in the presence of technological defects. We study the characteristics of the output of acoustic emission signals at different stages of elastic-plastic deformation of alloys. Analyzed acoustic chart and the output waveform of the acoustic emission for the different types of welds. Studies have shown the effectiveness of the Acoustic emission techniques and help improve the accuracy of non-destructive testing systems in problems of automation and control.

비파괴 및 재하시험에 의한 노후 교량의 거동특성 (Behavior Properties of Bridge by Non Destructive and Loading Test)

  • 민정기;김영익
    • 한국농공학회논문집
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    • 제46권1호
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    • pp.61-71
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    • 2004
  • The performance evaluation and deflection of 3 spans concrete simplicity slab bridge analyzed by non-destructive and loading test. Compressive strength of slab and pier appeared in the range of each 353∼366 kgf/$cm^2$ and 152∼215 kgf/$cm^2$ in rebound number test. Also, it appeared that concrete quality of slab was good after performance improvement. The average compressive strength of slab by core picking appeared 229 kg/$cm^2$. In reinforcing bar arrangement test of span and member, it appeared that horizontal and vertical reinforcing bar was arranged to fixed interval. The value of calculation deflection that carried structural analysis with deflection analysis wave in static loading test appeared higher than that of experimental deflection and it appeared that hardness of this bridge was good. Maximum impact factor that estimated from deflection by running speed in dynamic loading test appeared by 0.216 in 10 km/hr running speed.

철도차량 차축 결함에 대한 집중 유도 전위차법 탐상의 유한요소 해석 (Finite Element Analysis of ICFPD Method for the Defect Detection of Railway Axle)

  • 구병춘;임충환;권석진
    • 한국정밀공학회:학술대회논문집
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    • 한국정밀공학회 2005년도 추계학술대회 논문집
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    • pp.24-27
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    • 2005
  • The NDT(Non-Destructive Testing) is valid fur the defect detection of rolling stocks because it can be used to detect defects in invisible places. For example, in case of wheelsets fatigue cracks are initiated in the wheel seat that suffers from fretting fatigue damage. But the conventional ICFPD method can not be applied to detect such cracks in press-fit area of the axle by some technical problems. In this study, we introduced a new ICFPD (Induced Current Focusing Potential Drop) method that can be applied in press-fit area of the axle. And we performed the finite element analysis of the new ICFPD method using measured electromagnetic properties of the wheel and axle. It seems that our approach is very useful f3r the detection of defects in invisible places.

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장곡사 미륵불 괘불탱의 채색 재료 분석을 위한 휴대용 라만 분광기의 적용성 연구 (Application of Handheld Raman Spectroscopy for Pigment Identification of a Hanging Painting at Janggoksa Temple(Maitreya Buddha))

  • 이나라;유영미;김소진
    • 헤리티지:역사와 과학
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    • 제56권4호
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    • pp.216-228
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    • 2023
  • 본 연구는 대형불화 현장 조사에 비파괴 조사장비 중 하나인 휴대용 라만 분광기를 적용하고 그 결과를 HH-XRF 데이터와 상호 비교하여 장곡사 미륵불 괘불탱에 사용된 채색 재료를 동정하였다. 대형불화에 사용된 채색 재료 분석시, 현장에서 주로 휴대용 현미경과 HH-XRF를 이용한다. 하지만 채색 재료가 경원소로 구성되어 있거나 여러 안료가 중첩 또는 혼합 채색된 경우, 비파괴 분석 데이터만으로는 해석에 한계가 있다. 또한 문화유산이라는 특성상 수습할 수 있는 시료의 양은 제한적이어서 XRD, SEM-EDS 및 라만 분광을 이용한 정밀 분석을 수행하는데 어려움이 있다. 따라서 현장 조사 시 HH-XRF 분석 데이터를 보완할 분석기술이 필요하다. 장곡사 미륵불 괘불탱을 대상으로 백색, 적색, 황색, 녹색, 청색 색상별 채색 재료에 대하여 HH-XRF로 성분을 분석하고 휴대용 라만 분광기를 적용하여 분자구조를 확인하였다. 분석결과, 백색은 연백, 적색은 진사, 석간주, 황색은 등황, 석황, 녹색은 염화동, 청색은 쪽이 사용된 것을 확인할 수 있었다. 휴대용 라만 분광기를 적용함으로써 데이터에 대한 교차검증뿐 아니라 HH-XRF로 확인이 어려웠던 혼합 채색된 안료에 대한 식별과 유기안료에 대한 정보를 획득하는데 도움이 되었다. 또한 대형불화 등 회화문화유산의 비파괴 현장 조사에 휴대용 라만이 다양하게 활용될 수 있을 것으로 판단된다.

Assessment of London underground tube tunnels - investigation, monitoring and analysis

  • Wright, Peter
    • Smart Structures and Systems
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    • 제6권3호
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    • pp.239-262
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    • 2010
  • Tube Lines has carried out a "knowledge and investigation programme" on the deep tube tunnels comprising the Jubilee, Northern and Piccadilly lines, as required by the PPP contract with London Underground. Many of the tunnels have been in use for over 100 years, so this assessment was considered essential to the future safe functioning of the system. This programme has involved a number of generic investigations which guide the assessment methodology and the analysis of some 5,000 individual structures. A significant amount of investigation has been carried out, including ultrasonic thickness measurement, detection of brickwork laminations using radar, stress measurement using magnetic techniques, determination of soil parameters using CPT, pressuremeter and laboratory testing, installation of piezometers, material and tunnel segment testing, and trialling of remote photographic techniques for inspection of large tunnels and shafts. Vibrating wire, potentiometer, electro level, optical and fibre-optic monitoring has been used, and laser measurement and laser scanning has been employed to measure tunnel circularity. It is considered that there is scope for considerable improvements in non-destructive testing technology for structural assessment in particular, and some ideas are offered as a "wish-list". Assessment reports have now been produced for all assets forming Tube Lines' deep tube tunnel network. For assets which are non-compliant with London Underground standards, the risk to the operating railway has to be maintained as low as reasonably practicable (ALARP) using enhanced inspection and monitoring, or repair where required. Monitoring techniques have developed greatly during recent years and further advances will continue to support the economic whole life asset management of infrastructure networks.

Non-destructive identification of fake eggs using fluorescence spectral analysis and hyperspectral imaging

  • Geonwoo, Kim;Ritu, Joshi;Rahul, Joshi;Moon S., Kim;Insuck, Baek;Juntae, Kim;Eun-Sung, Park;Hoonsoo, Lee;Changyeun, Mo;Byoung-Kwan, Cho
    • 농업과학연구
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    • 제49권3호
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    • pp.495-510
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    • 2022
  • In this study, fluorescence hyperspectral imaging (FHSI) was used for the rapid, non-destructive detection of fake, manmade eggs from real eggs. To identify fake eggs, protoporphyrin IX (PpIX)-a natural pigment present in real eggshells-was utilized as the main indicator due to its strong fluorescence emission effect. The fluorescence images of real and fake eggs were acquired using a line-scan-based FHSI system, and their fluorescence features were analyzed based on spectroscopic techniques. To improve the detection performance and accuracy, an optimal waveband combination was investigated with analysis of variance (ANOVA), and its fluorescence ratio images (588/645 nm) were created for visualization of the real eggs between two different egg groups. In addition, real and fake eggs were scanned using a one-waveband (645 nm) handheld fluorescence imager that can perform real-time scanning for on-site applications. Then, the results of the two methods were compared with one another. The outcome clearly shows that the newly developed FHSI system and the fluorescence handheld imager were both able to distinguish real eggs from fake eggs. Consequently, FHSI showed a better performance (clearer images) compared to the fluorescence handheld imager, and the outcome provided valuable information about the feasibility of using FHSI imaging with ANOVA for the discrimination of real and fake eggs.

Non-destructive estimation of soluble solids in the intact melon fruits from cross progeny by non-contact mode with a fiber optic probe

  • Ito, Hidekazu;Fukino, Nobuko
    • 한국근적외분광분석학회:학술대회논문집
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    • 한국근적외분광분석학회 2001년도 NIR-2001
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    • pp.1524-1524
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    • 2001
  • A previous paper(Ito et al., 2000) has described the improvement of the standard error(SEC and SEP) of the predicted soluble solids(Brix) in a melon cultivar by non-contact mode with a fiber optic probe. Then we examined the immature and mature fruits. The objective of this study was to determine if non-contact mode could improve the standard error of the predicted Brix of matured melon fruits from cross progeny as well as the contact mode(usual method). The optical absorption spectrum was measured using a NIR Systems model 6500 spectrophotometer. A commercial spectral program(NSAS ver. 3.27) was used for multiple linear regression analysis. Absorbances of 902 and in the vicinity of 877 nm were included as the independent variables in both multiple regression equations. These wavelengths are key wavelengths for non-destructive Brix determination. When the results for the contact mode and non-contact mode are compared, the latter mode improved the former standard error(SEP and RMS).

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부순모래 콘크리트의 비파괴 시험에 의한 압축강도 추정에 관한 연구 (A Study on the Compressive Strength Prediction of Crushed Sand Concrete by Non-Destructive Method)

  • 김명식;백동일;김강민
    • 콘크리트학회논문집
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    • 제19권1호
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    • pp.75-81
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    • 2007
  • 콘크리트는 전체 체적의 $70{\sim}80%$가 골재로 이루어져 있다. 따라서 골재의 품질은 콘크리트 특성에 지대한 영향을 미친다. 현재 건설 현장에서는 부순모래 콘크리트의 비파괴 강도 추정을 일반적으로 슈미트해머를 이용한 반발 경도법이나 초음파를 이용한 초음파속도법 그리고 둘을 조합한 복합법을 이용하고 있으며 기존의 천연골재를 사용한 콘크리트에 의해 얻어진 여러 가지 제안식들에 적용시켜 추정하고 있다. 따라서 본 연구의 목적은 전형적인 파괴 시험과 코어 채취 그리고 반발경도법과 초음파속도법을 이용하여 부순모래 콘크리트의 강도 추정식을 제안하고자 하였다. 실험의 변수는 양생 재령과 양생 조건 그리고 콘크리트의 설계기준강도이다. 그 결과 본 연구에서 얻은 제안식이 기존식에 비해 모든 측면에서 양호한 것으로 나타나 실제 건설 현장의 부순모래 콘크리트 구조물의 평가 기술 향상에 기여할 것으로 사려 된다.