• 제목/요약/키워드: depth of crack

검색결과 602건 처리시간 0.026초

Nd:YAG 레이저로 용접한 인코넬 600관과 인코넬 690의 C링 응력 부식시험 (C-Ring Stress Corrosion Test for Inconel 600 Tube and Inconel 690 welded by Nd:YAG Laser)

  • 김재도;문주홍;정진만;김철중
    • 대한용접접합학회:학술대회논문집
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    • 대한용접접합학회 1998년도 특별강연 및 추계학술발표 개요집
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    • pp.288-291
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    • 1998
  • Inconel 600 alloy is used as the material of nuclear steam generator tubing because of its mechanical properties, formability, and corrosion properties. According to reports, the life time of nuclear power plants decreases because of the pitting, intergranular attack, primary water stress corrosion cracking(PWSCC), and intergranular stress corrosion cracking(IGSCC), and denting in the steam generator. The SCC test is very important because of SCC appears in various environment such as solutions, materials, and stress. The C-Rig specimen was made of the steam generator welded sleeve repairing by the pulsed Nd:YAG laser. In the corrosion invironment, corrosion solutions are Primary Water, Caustic, and Sulfate solution and corrosion time is 1624-4877hr. The permitted stress is 30-60ksi.In this C-Ring SCC test is the relationship between corrosion depth, crack and corrosion environment is evaluated. SCC was happens in Sulfate and Corrosion solution but doesn't happen in Primary Water. The corrosion time and stress is very affected by the severely environment of Sulfate or Caustic solution. The microstructure observation indicates that SCC causes interganular failure in the grain boundary of vertical direction.

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재생골재를 사용한 고강도 철근콘크리트 보의 전단성능에 관한 실험적 연구 (An Experimental Study on the Shear Performance of High-strength Concrete Beams Made with Recycled Aggregate)

  • 박우철;이경희;박완신;윤현도;정수영
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2001년도 가을 학술발표회 논문집
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    • pp.879-884
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    • 2001
  • The use of recycled-aggregate concrete is increasing faster than the development of appropriate design recommendations. In addition, recycled-aggregate and higher compressive strengths are two of the most desired characteristics to improve the use of concrete as a construction material. The paper reports limited experimental data on the shear capacity of high-strength recycled aggregate concrete beams. Ten beams were tested to determine their diagonal cracking and ultimate shear capacities. The variable in the test program were concrete strength(300, 500 and 700kgf/$cm^{2}$), and shear span/depth ratio (a/d : 2.0, 3.0 and 4.0). Test results indicate that the ACI Building code prediction of Eq.(11-3) and (11-5) for high-strength recycled aggregate concretes are unconservative for all beams (with concrete strength 300, 500 and 700kgf/$cm^{2}$, a/d ratios 2.0, 3.0 and 4.0). But Zsutty Equation for high-strength recycled aggregate concretes is conservative for all beams. The results of the experimental investigation on the cracking patterns for beams show that the angle that the critical inclined crack makes with the horizontal axis decreases with increasing a/d.

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Analytical methods for determination of double-K fracture parameters of concrete

  • Kumar, Shailendra;Pandey, Shashi Ranjan;Srivastava, A.K.L.
    • Advances in concrete construction
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    • 제1권4호
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    • pp.319-340
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    • 2013
  • This paper presents a comparative study on the double-K fracture parameters of concrete obtained using four existing analytical methods such as Gauss-Chebyshev integral method, simplified Green's function method, weight function method and simplified equivalent cohesive force method. Two specimen geometries: three point bend test and compact tension specimen for sizes 100-500 mm at initial notch length to depth ratios 0.25 and 0.4 are used for the comparative study. The required input parameters for determining the double-K fracture parameters are derived from the developed fictitious crack model. It is found that the cohesive toughness and initial cracking toughness determined using weight function method and simplified equivalent cohesive force method agree well with those obtained using Gauss-Chebyshev integral method whereas these fracture parameters determined using simplified Green's function method deviates more than by 11% and 20% respectively as compared with those obtained using Gauss-Chebyshev integral method. It is also shown that all the fracture parameters related with double-K model are size dependent.

강섬유보강콘크리트의 파괴거동에 관한 실험적 연구 (An Experimental Study on the Fracture Behavior of Steel Fiber Reinforced Concrete Structures)

  • 장동일;곽종현;채원규
    • 대한토목학회논문집
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    • 제11권3호
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    • pp.19-27
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    • 1991
  • 본 논문에서는 강섬유보강콘크리트 구조물의 파괴거동을 규명하기 위하여 파괴실험을 수행하였다. 실험대상 시험체는 모두 36개였으며, 실험시 시험체의 하중의 변화에 대한 휨 변형률과 중앙처침량의 변화를 관찰하였다. 이들 결과를 토대로, 강섬유 혼입량, 강섬유 형상비와 초기균열비의 변화에 대한 강섬유보강콘크리트의 파괴거동을 고찰하였으며, 강섬유보강콘크리트의 울력확대계수, 인성지수, 휨강도를 계산 비교하였다. 아울러 회귀분석에 의하여 강섬유보강콘크리트의 휨강도를 예측할 수 있는 예측공식을 유도하였다.

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Structural Integrity Evaluation of Steam Generator Tube with Two Parallel Axial Through-Wall Cracks

  • Moon Seong In;Kim Young Jin;Lee Jin Ho;Song Myung Ho;Park Youn Won
    • Nuclear Engineering and Technology
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    • 제36권4호
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    • pp.327-337
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    • 2004
  • It is commonly required that tubes with defects exceeding $40\%$ of wall thickness in depth should be plugged; however, this criterion is too conservative for some locations and for some types of defects. Many studies have been done with the aim of developing an alternative plugging criteria, and these studies have shown that steam generator tubes with a certain range of axial through-wall cracks could remain in service without any safety or reliability problems. However, these studies have been limited, thus far, to consideration of single cracked tubes, necessitating a study on multiple cracks, which are commonly found. A crack coalescence model applicable to steam generator tubes with two collinear axial through-wall cracks was proposed in the previous study. In this paper, the investigation is extended to the parallel axial cracks spaced in a circumferential direction, because parallel axial cracks are more frequently detected during in-service inspections than collinear axial cracks. Interaction effects between two parallel cracks are evaluated by performing elastic and elastic-plastic finite element analyses.

반복인장-압축하중을 받는 이온질화 처리한 SM45C의 부식피로 파괴거동에 관한 연구 (A study on the corrosion fatigue fracture behavior of ion-nitrided SM45C under alternating tension-compression loading)

  • 우창기;김희송
    • 대한기계학회논문집
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    • 제13권3호
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    • pp.451-460
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    • 1989
  • 본 논문에서는 기계용 부품소재로 많이 사용되는 SM45C에 대하여 이온질화 처리시 N$_{2}$:H$_{2}$ 가스조성비 변화에 따른 효과가 반복인장-압축하중을 받는 부식피로파괴의 거동에 미치는 영향을 중점적으로 연구하였다.

스테인리스강의 Nd:YAG 레이저 겹치기 용접부 피로수명에 미치는 용접변수의 영향 (Effects of Nd:YAG Laser Welding Parameters on Fatigue life of Lap Joint Structure in Stainless Steel)

  • 김용;양현석;박기영;이경돈
    • Journal of Welding and Joining
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    • 제26권1호
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    • pp.69-75
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    • 2008
  • Spot welding which use the main process for side block production of stainless steel railway vehicle is legged behind in laser welding about a quality and productivity. Although the laser welding has many potential advantages such as low heat input and aspect ratio of weld bead, its application to a new structural component still is required many engineering data including mechanical properties such as tensile, fatigue strength, etc on. Therefore, experimental analysis was carried out to understand the fatigue phenomena of different thickness stainless steel overlap joining panels by Nd:YAG laser welding. The fatigue life curves were obtained through fatigue tests with the various levels of applied load. The fatigue life is related with the parameters such as gap size and penetration depth through experiment. As the results, tensile strength and fatigue life were proportional in heat input level and gap was identified the major factor for fatigue life. Also we could know that deferent a-ferrite content at HAZ depend on welding heat input was important factor to determine a formation of initial crack and total fatigue life cycle.

프리캐스트 콘크리트 교량바닥판 female-female이음부의 전단실험 (shear Tests on female-to-female Type Joint between Precast Concrete Bridge Decks)

  • 김영진;김영진;김종희
    • 콘크리트학회지
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    • 제10권6호
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    • pp.161-168
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    • 1998
  • 본 연구는 수직전단하중에 대한 프리캐스트 바닥판간 이음부거동을 규명하고 수직전단력 전달에 유리한 이음부 구조도출을 위해 female-female 형식의 이음부를 제안하고, 실험 및 유한요소해석을 수행한 것이다. 경사각, 이음부깊이/높이 및 구속응력을 변수로 총 18개의 실험체에 대한 실험 및 유한요소해석결과 ,이음부의균열저항성 개선을 위해서는 경사각이 60。, D/H가 1/4일 경우가 유리하며 측방향구속으로 이음부를 압축상태로 유지하는 것이 이음부 균열방지에 효과적임을 알았다.

연약지반 특성을 고려한 석탑구조물의 구조해석 (Structural Analysis of Stone Pagoda Structure considering Soft Soil Ground Characteristics)

  • 김호룡;신효범;박영신;강명희;홍석일;김호수
    • 한국공간구조학회:학술대회논문집
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    • 한국공간구조학회 2008년도 춘계 학술발표회 논문집
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    • pp.70-73
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    • 2008
  • 연약지반의 깊이차, 연약대 및 경사면 등에 따른 지반침하의 영향에 의해 석탑구조물은 기울어짐, 변형과 균열현상 등이 발생함으로써 석탑구조물의 장기적인 보존에 문제점이 발생되고 있다. 하지만 국내의 경우 연약지반 특성을 고려한 상부 석탑구조물의 거동에 대한 연구는 미비한 실정이다. 따라서 본 연구는 연약지반 특성에 따른 역학적 분석을 통해 연약지반의 깊이차와 기울어짐 발생에 따른 영향을 고려하여 석탑구조물에 끼치는 구조적인 영향을 파악하고, 개별요소해석기법을 통해 연약지반 특성에 따른 석탑구조물의 구조모델링 및 구조해석을 수행하고자 한다.

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FEF 탐상법을 이용한 상자성체 표면결함 평가 (The Evaluation of Surface Crack in Paramagnetic Material by FEF Technique)

  • 김훈
    • 비파괴검사학회지
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    • 제24권5호
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    • pp.532-537
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    • 2004
  • 전자기장을 유도하는 원리를 기초로 한 새로운 비파괴탐상법인 FEF법을 개발하였다. 이 탐상법은 전자기장을 유도하는 유도선과 이를 감지하는 감지부로 구성되어 있고, 비접촉 방식으로 탐상을 실시한다. 본 연구는 알루미늄합금, 스테인레스강과 인코넬 합금강의 재료에 방전 가공한 결함에 대하여 결함 검출 및 결함 깊이에 대한 평가를 실시하였다. 결함이 없는 영역에서의 측정전압은 lift-off에 의존한다. 결함영역에서 탐촉자가 결함에 가까이 접근할수록 전압은 증가하고, 결함위치에서 최고전압으로 측정되며, 이 최고치는 결함의 깊이에 따라 변화한다. 각 재료에 대한 전압분포 같은 경향으로 측정된다.