• 제목/요약/키워드: Crack Examination

검색결과 104건 처리시간 0.029초

레일절손검지장치 현장적용 및 안정화에 관한 연구 (A Study on the Application on Site and Stability of Broken Rail Detection Equipment)

  • 최시행;차관봉;이종성;정수영;이희성
    • 한국철도학회:학술대회논문집
    • /
    • 한국철도학회 2011년도 정기총회 및 추계학술대회 논문집
    • /
    • pp.2082-2089
    • /
    • 2011
  • This study is examination of application on site for performance and stability of real-time broken rail detection equipment development system about connection, welded part occurring data errors of broken rail monitoring system. As a result of analysis about data collected in Seoul Metro No.2 Subway from Mar. 2010 to Jan. 2011, we found it is possible to detect crack location(Thermit welding) within the margin of error of ${\pm}1m$ accurately as the first attenuation was -1.2dB and the second was -1.3dB.

  • PDF

CFRP/GFRP 복합재료의 층내 파괴에 대한 CNT 및 적층구조의 영향 (The Influence of CNTs and Lamination Structure on the Intralaminar Fracture of CFRP/GFRP Composites)

  • 김성훈;윤유성;강지웅;권오헌
    • 한국안전학회지
    • /
    • 제32권6호
    • /
    • pp.9-15
    • /
    • 2017
  • Recently many researches were conducted on the interlaminar fracture that is a delamination between laminates by using ASTM standardized methods. However the experiment of the intralaminar a fracture is difficulty. In this study, four types of CFRP/GFRP composites with different layer structures were compared to evaluate an intralaminar fracture toughness under the mode I. Also the CNTs were added to the layer for the examination of the fracture toughness improvement. And the characteristics of the crack propagation behaviour was observed using a microscope. The obtained results can be useful for the evaluation of the intralaminar fracture toughness of the CNT reinforced CFRP/GFRP composites.

조강시멘트를 이용한 도로포장 박층 덧씌우기 공법의 실용화 연구 (Application of Thin Bonded Concrete Overlay for Concrete Pavement Rehabilitation using Type III Cement)

  • 박정준;백상현;정재헌;엄주용;윤경구;엄태선
    • 한국콘크리트학회:학술대회논문집
    • /
    • 한국콘크리트학회 1999년도 봄 학술발표회 논문집(I)
    • /
    • pp.493-498
    • /
    • 1999
  • Many concrete pavements closed to the end of service life in out country need to repair. We investigated material and mix designs for thin bonded concrete overlay and applied it to concrete pavement rehabilitation. The concrete with Type III cement showed earlier strength and better durability than the concrete with Type I cement. Designed concrete mixture with TypeIII cement made it possible to open the road earlier against heavy vehicles, increased traffic despite of cold weather in winter. In the field examination after four month, there was no defects like as shrinkage crack, spalling, surface abrasion and scaling, and good traffic condition has been maintained.

  • PDF

Mo 입자에 의한 Ni 결합 $Cr_3C_2$의 고인성화 (Toughening of Ni Bonded $Cr_3C_2$ by Mo Particulates)

  • 한동빈;장철우;백성기;박병학
    • 한국세라믹학회지
    • /
    • 제30권6호
    • /
    • pp.429-432
    • /
    • 1993
  • Cr3C2 material is characterized by high chemical stability and poor sinterability with low strength [50~150MPa]. In his study, low melting temperature nickel powder was used to improve sinterability as well as strength. In addition, molydenum particles were added to the Ni-bonded Cr3C2 cermet pseudomatrix to increase resistance to fracture. The specimens made by hot-pressing under vacuum and strength was measured by 4-point bending. Indentation cracking and fractographic examination were conducted to study the interaction of the indentation cracks with the reinforcing particles. Toughening mechanisms and failure will be discussed in terms of crack/particle interactions and compared with previous works.

  • PDF

구상흑연주철의 피로수명을 지배하는 내재결함부 크기는 정량적 평가 (Quantitative Evaluation for the Internal Defect Size Governing the Fatigue Life in Ductile Irons)

  • 김진학;김민건
    • 대한기계학회논문집A
    • /
    • 제24권11호
    • /
    • pp.2742-2748
    • /
    • 2000
  • In this study, the quantitative evaluation was performed by examination for gatigue crack origin in two prepared ductile irons specimens which have different microstructures using rotary bending fatigue tester, Series A has mixed microstructure. ferrite plus pearlite, and series B has bainitic microstructure. Obtained main results are as follows. The scatterings of fatigue strength were observed on σ(sub)α-Ν diagram of both specimen series, and it is observed that scatterings of series A were more serious. It is reasonable to evaluate the size of mesocrack range by means of √A(원문참조), where A means the area of mesocrack range including globular graphite nodule. As a result of reconsideration for the fatigue data by introduction of K(sub)α-Ν diagram, the scattrings of fatigue life were, remarkably. reduced. Therefore, it is more reasonable to evaluate of mesocrack range on fatigue life by parameter K(sub)α rather than σ(sub)α.

초기재령 콘크리트의 외기대류계수에 관한 연구 (A Study on the Convection Heat Transfer Coefficient in Concrete at Early Ages)

  • 김진근;전상은;양은익;송영철;방기성
    • 한국콘크리트학회:학술대회논문집
    • /
    • 한국콘크리트학회 1997년도 가을 학술발표회 논문집
    • /
    • pp.151-156
    • /
    • 1997
  • The setting and hardening of concrete is accompanied by nonlinear temperature distribution caused by developing heat of cement hydration. expecially at early ages, nonlinear temperature distribution has a large influence n the crack evaluation. So the need to predict the exact temperature history in concrete has led to the examination thermal properties. In this study, the convection heat transfer coefficient is experimentally investigated which is one of the thermal properties in concrete. Furthermore, the result of the experiment is compared with those of analysis by the program which is developed in KAIST. As a result of comparison, the analytical results are in good approximation with experimental data.

  • PDF

초속경시멘트를 이용한 보수모르터의 현장적용성 검토 (Examination of Applicability of Repair Mortar using Very High Early Strength Cement)

  • 전진환;입정호;실기영장;조정기
    • 한국콘크리트학회:학술대회논문집
    • /
    • 한국콘크리트학회 2004년도 추계 학술발표회 제16권2호
    • /
    • pp.309-312
    • /
    • 2004
  • The hydraulic structure of the hydroelectric power plant such as aqueduct tunnels and the drainage canal became old. Therefore, because the concrete surface of the aqueduct tunnel has received severe damage by wear-out and the crack etc the repair is demanded. This research examined the applicability of the repair mortar which mixed the fly ash and an artificial aggregate by using the very high early strength cement. As a result, good Quality repair mortar which satisfied the demand performance more than self-flow 270mm and compressive strength $50N/mm^2$ (age of 28days) adjusting of water cement ratio by using the MTX cement be able to be manufactured.

  • PDF

Al-10wt% TiCp복합재료의 정적 크립특성 (Static Creep Characteristics of AI-10wt% TiCp Composites)

  • 임종국;박종건
    • 열처리공학회지
    • /
    • 제6권3호
    • /
    • pp.159-165
    • /
    • 1993
  • Creep tests of the TiC particulate reinforced Al composite have been conducted in the temperature ranges from 200 to $500^{\circ}C$. The steady-state cree rate of the composite depended strongly on the temperature and ap' plied stress. The stress exponent for the steady state creep rate of the composites was approximately 17.5 and the activation anergy was calculated to be 390KJ/mol. The steady-state creep equation could be written as $\acute{\varepsilon}_{ss}$ $$(s^{-1})=1.5{\times}10^{-9}\;{\sigma}^{17.5}\exp(-390000/RT)$$. Fracture surface examination showed that the fracture mode of the particulate reinforced composite was ductile by plastic tearing of the aluminum matrix and TiC particle interfaces were offered as sites for crack.

  • PDF

Stress Corrosion Cracking of Heat Exchanger Tubes in District Heating System

  • Cho, Sangwon;Kim, Seon-Hong;Kim, Woo-Cheol;Kim, Jung-Gu
    • Corrosion Science and Technology
    • /
    • 제18권2호
    • /
    • pp.49-54
    • /
    • 2019
  • The purpose of this paper is to present failure analysis, of the heat exchanger tube in a district heating system. SS304 stainless steel is used, as material for the heat exchanger tube. The heat exchanger operates in a soft water environment containing a small amount of chloride ions, and regularly repeats operation and standstill period. This causes concentration of chloride ions on the outer surface of the tube, as well as repeat of thermal expansion, and shrinkage of the tube. As a result of microscopic examination, cracks showed transgranular as well as branched propagation, and many pits were present, at the initiation point of each crack. Energy disperstive spectroscopy analysis showed Fe and O peak, as well as Cl peak, meaning that cracks were affected by Cl ion. Failure of the tube was caused by chloride-induced stress corrosion cracking by thermal stress, high temperature, and localized enrichment of chloride ions.

군용항공기 열교환기 윤활유 유입포트 균열개선 연구 (The quality improvement study on the crack of heat exchanger lubricating oil port in military aircraft)

  • 박성제;최재호;최길규;이동기
    • 한국산학기술학회논문지
    • /
    • 제21권4호
    • /
    • pp.164-172
    • /
    • 2020
  • 군용항공기에 장착되는 연료/오일 열교환기는 연료의 저온을 이용하여 항공기 탑재부품 구동장치나 유압펌프와 같은 다른 장치에 공급되는 윤활유를 냉각시키는 장치로 항공기 탑재부품 구동장치로 연결되는 윤활유 유입포트에 균열이 발생되었다. 만일 열교환기의 균열이 발생될 경우 다른 장치에 공급되는 윤활유 냉각이 이루어지지 않아 더 이상 비행을 할 수 없기 때문에 해당 결함은 항공기 가동률 저하에 큰 원인이 된다. 본 연구에서는 군용항공기 연료/오일 열교환기 항공기 탑재부품 구동장치 오일포트 균열 현상을 개선하기 위해 오일 포트 균열부위 파단면에 대한 비파괴 검사와 현미경 검사를 수행하여 균열에 대한 경향성을 분석하였으며, 열교환기 오일포트에 연결되는 오일 배관은 티타늄 재질의 배관으로 열교환기에 장착 시 과도한 토크로 체결되어 열교환기 균열의 주된 원인으로 확인되어 유한구조해석을 통해 장착 토크 적용 시 열교환기에 과도한 힘이 전달되는 것을 검증하였다. 해당 결함에 대한 개선 방안으로는 항공기 탑재부품 구동장치 오일 포트에 장착되는 배관의 재질과 직경을 변경시켜 적용 토크 값을 열교환기 오일 포트에서 견딜 수 있는 값으로 조정하였으며, 또한 맥동압력으로 인한 피로누적을 최소화시키기 위해 배관의 굽힘값을 조정하였다. 결과적으로, 동일한 조건에서 개선된 배관을 장착하여 지상시험을 통해 열교환기에 균열이 발생되지 않는 것을 확인할 수 있었다.