• 제목/요약/키워드: Non-destructive diagnosis

검색결과 91건 처리시간 0.025초

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
    • /
    • 한국조명전기설비학회 1995년도 추계학술발표회논문집
    • /
    • pp.115-117
    • /
    • 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.

  • PDF

전력용 기기의 예방진단을 위한 부분방전측정 (The measurement of partial discharge for preventive diagnosis in power machinery)

  • 김태성;구할본;임장섭;정우성
    • E2M - 전기 전자와 첨단 소재
    • /
    • 제7권1호
    • /
    • pp.42-48
    • /
    • 1994
  • The preventive diagnosis technique for power system is being highlighted as a research area for deterioration of insulation in machinery because of high-voltage power system. We make efforts to develop not only diagnosis of aging state but also detection of defects in the initial stage from preventive diagnosis technique. Especially, partial discharge is actively studied as a non-destructive diagnosis technique and very useful because partial discharge measurement reduces damage than conventional diagnosis technique. The loaded stress during this test is smaller than that of other diagnosis techniques. But the continuous research for various complicated analysis method is required because partial discharge has very small signals and its signals have complex forms. In this paper, the measurement of partial discharge was investigated and studied on many specimens with void. We made samples having artificial voids and measured partial discharge. In order to use as a practical diagnosis technique, we studied ways of measurement, measured illustrations and types of partial discharge which could be used in order to diagnose defects of power machinery.

  • PDF

적외선 열화상기법을 이용한 콘크리트 터널 라이닝의 비파괴 시험에 관한 연구 (A Study on the Non-Destructive Test of Concrete Tunnel Lining Using Infrared Thermography Technique)

  • 김영근;장정범;김영진
    • 터널과지하공간
    • /
    • 제7권1호
    • /
    • pp.75-83
    • /
    • 1997
  • The interest of diagnosis and maintenance of construction is increasing due to the collapse of infastructures. To obtain the complete, reliable and reproducible data ont he state of the entire structure, various non-destructive techniques are available, Especially, specific constructional characteristics of tunnels make the application of non-destructive tests more difficult. Despite of the complications of these conditions, non-destructive techniques should be capable of providing a description of the state of the tunnel lining, without the removal of the tunnel installations. In this paper, the infrared thermography technique using the difference of surface temperature was studied. The optimum equipment was selected and introduced, the principle, testing method and data anlaysis were investigated. Also, through the case study for inspection of concrete tunnel lining, this technique has proven to be a valuable non-destructive test for detecting the defects such as crack, leakage of water and exfoliation of concrete. The applicability and usefulness of this technique for estimation of concrete tunnel lining have been conformed.

  • PDF

충격반향기법의 주파수영역 해석을 이용한 구조물 안전진단에 관한 연구 (A Study of Structural Safety Diagnosis using Frequency Domain Analysis of Impact-Echo Method)

  • 안제훈;서백수
    • 터널과지하공간
    • /
    • 제14권1호
    • /
    • pp.35-42
    • /
    • 2004
  • 충격반향기법은 콘크리트 구조물 내부의 결함과 외부 표면 사이에서 반사되어 전락되는 충격생성응력파를 이용한 비파괴적 시험 방법이다. 본 연구에서, 토목 및 건축 구조물의 안전진단을 위하여 충격반향기법을 이용한 비파괴 시험을 수행하였다. 야외 시험 조건은, 터널라이닝 모델에 대한 주파수 영역에서, 모델의 두께 변화를 측정할 수 있는 경우와 모델 내 공동이 있는 경우의 공동의 위치를 파악하는 경우, 그리고 터널라이닝 조건에서의 라이닝 두께 및 공동위치를 파악하는 경우를 시험하였다.

물리탐사법을 이용한 콘크리트 구조물 조사에 관한 연구 (Investigation of Concrete Structure Using Geophysical Prospecting Method)

  • 서백수;김용인
    • 산업기술연구
    • /
    • 제23권A호
    • /
    • pp.63-68
    • /
    • 2003
  • Non-destructive method by tomography for safety diagnosis of civil engineering and building structures is tried. There are traveltime tomography that uses traveltime and fullwave tomography that uses the initial shock and seismic amplitude. But these methods have difficulty and weak points in accuracy and selection of initial value. In this study, corrected inversion method which is able to solve the two difficulty and this method is applied to theoretical pier model to calculate tomography.

  • PDF

충격반향시험에 의한 콘크리트 터널 라이닝 내부결함 및 두께 조사 (Inspection for Internal Flaw and Thickness of Concrete Tunnel Lining Using Impact Echo Test)

  • 김영근;이용호;정한중
    • 터널과지하공간
    • /
    • 제7권3호
    • /
    • pp.230-237
    • /
    • 1997
  • As concrete structure is getting old and decrepit, its inspection and diagnosis is getting important. Therefore, it is necessary to estimate the soundness of structure using non-destructive tests for effective repairs and maintenances. But, applications of non-destructive tests in tunnel have been used restrictively, due to accessibility only from one side in tunnel lining and presence of tunnel installations. Recently, the various non-destructive techniques have been studied. Especially, ground penetrating radar(GPR) and impact echo (IE) methods have been researched for tunnel inspection. In this study, the applicability of impact echo test in tunnel lining inspection has been investigated. This paper described the tunnel inspection for lining thickness and internal flaw using impact echo tests. Model tests were carried out using impact echo test systems on two concrete models, Model I is measuring for lining thickness, Model II is detecting for internal flaw. Also, the test were applied for lining inspections in a tunnel constructed by NATM. From the results of impact echo tests, we have concluded that impact echo test is a very useful and effective technique for inspecting the concrete tunnel linings.

  • PDF

Visualization of Tooth for Non-Destructive Evaluation from CT Images

  • Gao, Hui;Chae, Oksam
    • 비파괴검사학회지
    • /
    • 제29권3호
    • /
    • pp.207-213
    • /
    • 2009
  • This paper reports an effort to develop 3D tooth visualization system from CT sequence images as a part of the non-destructive evaluation suitable for the simulation of endodontics, orthodontics and other dental treatments. We focus on the segmentation and visualization for the individual tooth. In dental CT images teeth are touching the adjacent teeth or surrounded by the alveolar bones with similar intensity. We propose an improved level set method with shape prior to separate a tooth from other teeth as well as the alveolar bones. Reconstructed 3D model of individual tooth based on the segmentation results indicates that our technique is a very conducive tool for tooth visualization, evaluation and diagnosis. Some comparative visualization results validate the non-destructive function of our method.

Advanced Indentation Studies on the Effects of Hydrogen Attack on Tensile Property Degradation of Heat-Resistant Steel Heat-Affected Zones

  • Choi, Yeol;Jang, Jae-il;Lee, Yun-Hee;Kwon, Dongil;Kim, Jeong-Tae
    • Corrosion Science and Technology
    • /
    • 제2권6호
    • /
    • pp.266-271
    • /
    • 2003
  • Safety diagnosis of various structural components and facilities is indispensable for preventing catastrophic failure of material by time-dependent and environment accelerating degradation. Also, this diagnosis of operating components should be done periodically for safe maintenance and economical repair. However, conventional standard methods for mechanical properties have the problems of bulky specimen, destructive procedure and complex procedure of specimen sampling. So, a non-destructive and simple mechanical testing method using small specimen is needed. Therefore, an advanced indentation technique was developed as a potential method for non-destructive testing of in-field structures. This technique measures indentation load-depth curve during indentation and analyzes the mechanical properties related to deformation such as yield strength, tensile strength and work-hardening index. In this paper, we characterized the tensile properties including yield and tensile strengths of the V-modified Cr-Mo steels in petro-chemical and thermo-electrical plants. And also, the effects of hydrogen-assisted degradation of the V-modified Cr-Mo steels were analyzed in terms of work-hardening index and yield ratio.