• 제목/요약/키워드: Crack direction

검색결과 546건 처리시간 0.032초

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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극후판 Box-Column의 Lamellar 균열 감수성 평가 (Sensitivity Appraisal for Lamellar Tearing of Box-Column of Ultra Thick Plate)

  • 노찬승;박창수;김흥주;방한서;이창우
    • 한국해양공학회지
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    • 제17권4호
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    • pp.31-36
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    • 2003
  • In case of this thick rolling-steel for a multistory building, a large oil-drilling structure, a large vessel, a bridge and so on, Lamella Tearing around the welded joint zone is the most serious problems. In order to prevent Lamella Tearing, not only is choice of material important, but also the comprehensive investigation for the structural design and the construction. The Lamella Tearing that is a staircase-shape occurs due to the contraction stress to the thickness direction of the plate and has the character that the cracks progress along the elongated inclusion by rolling. In general, because cracks occur at the heat affected zone and around HAZ, it is necessary to establish the safety and the confidence of the welded structure to restrain the welding defect such as Lamella Tearing. The mechanical approaches are the easier and more economical than the approaches of the material and the construction method. In addition, the appropriate welding profile and the optimum welding condition contribute toward the improvement of the productivity and influence on the standardization of the manufacturing technology.

퍼지 제어 기법을 이용한 개선된 Max-Min 신경망 (An Enhanced Max-Min Neural Network using a Fuzzy Control Method)

  • 김광백;우영운
    • 한국전자통신학회논문지
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    • 제8권8호
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    • pp.1195-1200
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    • 2013
  • 본 논문에서는 퍼지 제어 기법을 적용하여 학습률을 자동으로 조정하는 개선된 Max-Min 신경망을 제안하였다. 개선된 Max-Min 신경망은 경쟁 단계에서 필요한 학습 시간을 줄이기 위하여, 정확성의 수와 부정확성의 수를 퍼지 제어 시스템의 입력으로 적용하여 학습률을 동적으로 조정하는 기법이다. 본 논문에서 제안된 방법을 실제 콘크리트 표면 균열 영상에서 추출한 균열의 방향성 패턴을 대상으로 인식 실험한 결과, 개선된 Max-Min 신경망이 효과적임을 확인할 수 있었다.

용접열영향부 충격시험편 노치 위치에 따른 파괴거동 (Failure Behaviors Depending on the Notch Location of the Impact Test Specimens on the HAZ)

  • 장윤찬;홍재근;박지홍;김동욱;이영석
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2007년도 춘계학술대회A
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    • pp.706-711
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    • 2007
  • Numerical studies were performed to examine the effects of notch location of impact specimens on the failure behavior of HAZ (heat affected zone) when Charpy V-notch impact test were made at a low temperature ($1^{\circ}C$). Carbon steel plate (SA-516 Gr. 70) with thickness of 25mm for pressure vessel was welded by SMAW (shielded metal-arc welding) and specimens were fabricated from the welded plate. Charpy tests were then performed with specimens having different notch positions of specimens varying from the fusion line through HAZ to base metal. A series of finite element analysis which simulates the Charpy test and crack propagation initiating at the tip of V-notch was carried out as well. The finite element analysis takes into account the irregular fusion line and non-homogenous material properties due to the notch location of the specimen in HAZ. Results reveals that the energies absorbed during impact test depend significantly on the notch location and direction of specimen. Finite element analysis also demonstrates that the notch location of specimens, to a great extent, influences the reliability and consistency of the test.

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판형열교환기 핀 홀의 위치 및 유속에 따른 누수율 및 내부 유동 특성에 관한 실험적 연구 (Experimental Study on Leak Flow Rate and Inner Flow Characteristics of Plate Heat Exchangers with Pin-hole Location and Mass Flux)

  • 송강섭;백창현;김성우;김용찬
    • 설비공학논문집
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    • 제28권5호
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    • pp.171-177
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    • 2016
  • Plate heat exchangers have been widely used in various fields because of their high heat transfer coefficients, small area of installation, and ease of maintenance compared to other heat exchangers. However, when plate heat exchanger is used for a long time, leak can occur due to inner crack. Therefore, it is important to understand the inner flow characteristics in plate heat exchangers. In this study, the inner flow characteristics and flow rate of plate heat exchanger were evaluated using various flow directions, pin-hole sizes, and Reynolds numbers. In downflow, initially most water flowed to the opposite of the inlet due to distribution region. Then it gradually had a uniform distribution due to chevron configuration. In upflow, it had a uniform flow consistently due to the dominant gravity effect. As the Reynolds number increased, the leak rate was decreased due to the inertia effect regardless of the flow direction.

Nonlinear dynamic analysis of reinforced concrete shell structures

  • Kim, T.H.;Park, J.G.;Choi, J.H.;Shin, H.M.
    • Structural Engineering and Mechanics
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    • 제34권6호
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    • pp.685-702
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    • 2010
  • In this paper, a nonlinear finite element procedure is presented for the dynamic analysis of reinforced concrete shell structures. A computer program, named RCAHEST (Reinforced Concrete Analysis in Higher Evaluation System Technology), was used. A 4-node flat shell element with drilling rotational stiffness was used for spatial discretization. The layered approach was used to discretize the behavior of concrete and reinforcement in the thickness direction. Material nonlinearity was taken into account by using tensile, compressive and shear models of cracked concrete and a model of reinforcing steel. The smeared crack approach was incorporated. The low-cycle fatigue of both concrete and reinforcing bars was also considered to predict a reliable dynamic behavior. The solution to the dynamic response of reinforced concrete shell structures was obtained by numerical integration of the nonlinear equations of motion using Hilber-Hughes-Taylor (HHT) algorithm. The proposed numerical method for the nonlinear dynamic analysis of reinforced concrete shell structures was verified by comparison of its results with reliable experimental and analytical results.

GFRP 근 보강 콘크리트 교량 바닥판의 설계지배인자 (Governing Design Factors of GFRP-Reinforced Concrete Bridge Deck)

  • 조정래;박영환;박성용;조근희;김성태
    • 한국안전학회지
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    • 제30권6호
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    • pp.70-77
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    • 2015
  • In this study, the governing design factors of GFRP-reinforced concrete bridge deck are analyzed for typical bridges in Korea. The adopted bridge deck is a cast-in-situ concrete bridge deck for the prestressed concrete girder bridge with dimensions of 240 mm thickness and 2.75 m span length from center-to-center of supporting girders. The selected design variables are the diameters of GFRP rebar, spacings of GFRP rebars and concrete cover thicknesses, Considering the absence of the specification relating GFRP rebar in Korea, AASHTO specification is used to design the GFRP-reinforced concrete bridge deck. The GFRP-reinforced concrete bridge deck is proved to be governed by the criteria about serviceability, especially maximum crack width, while steel reinforced concrete bridge deck is governed by the criteria on ultimate limit state. In addition, GFRP rebars with diameter of 16 mm ~ 19 mm should be used for the main transverse direction of decks to assure appropriate rebar spacings.

Fatigue wear of polyamides with surface defects under different loading conditions

  • Abdelbary, Ahmed;Nasr, Mohamed N.A.
    • Advances in materials Research
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    • 제5권3호
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    • pp.193-203
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    • 2016
  • Compared to metal-to-metal tribology, polymer tribology presents further complexity as it is more prone to be influenced by operating conditions. Over the past two decades, progress in the field of wear of polymers has led to the establishment of more refined wear mechanisms. The current paper establishes the link between different load parameters and the wear rate of polymers, based on experimental investigations. A pin-on-plate reciprocating tribometer was used to examine the wear behaviour of polyamide sliding against a steel counterface, under constant and fluctuating loads, in dry conditions. In addition, the influence of controlled imperfections in the polymer surface upon its wear rate were examined, under cyclic and steady loading, in order to better understand surface fatigue wear of polymers. The imposed imperfections consisted of vertical artificial deep crack (slit) perpendicular or parallel to the direction of sliding. The study concludes with the followings findings; in general, wear of polymers shows a significant tendency to the type of applied load. Under cyclic loads, polymers show an increase in wear rate compared to those tested under static loads. Such increase was found to increase with the increase in cyclic load frequency. It is also demonstrated that surface cracks results in higher wear rates, particularly under cyclic loads.

진동정렬 EPD YBCO 후막테이프의 초전도 특성 개선 (Superconducting Properties of Shaky-aligned EPD Thick Film of YBCO Tape)

  • 소대화;조용준;박성범;전용우
    • 한국전기전자재료학회:학술대회논문집
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    • 한국전기전자재료학회 2003년도 하계학술대회 논문집 Vol.4 No.1
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    • pp.111-114
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    • 2003
  • In order to improve the surface uniformity and the conduction properties of the fabricated YBCO thick films, a system that applies alternating field vertically to the EPD field has been developed for the first time and applied to the electrophoretic deposition process. The applied alternating electric field caused a force to be exerted on each YBCO particle and resulted in a shaking of the particle in the direction of applied electric field, accomplishing a uniform particle orientation. The usual commercial electrical power was used for the vertically applied alternating voltage and the induced electric field was 25-120 V/cm at 60Hz. The thick film fabricated by the method developed in this paper showed better surface uniformity without crack and porosity and improved film characteristics such as critical temperature ($T_{c,zero}$ : 90 K) and critical current density ($2354\;A/cm^2$). Therefore, it is expected that the shaky-aligned electrophoretic deposition method can be used to fabricate superconductor films through a simpler process and at less expense.

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노치 발파공에 의한 파단면 제어 효과에 관한 연구 (Assessment of Notch Effect on Fracture Plane Control)

  • 김광염;김동규;정동호;조상호
    • 화약ㆍ발파
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    • 제26권1호
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    • pp.57-66
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    • 2008
  • 발파에서 특정한 방향으로 균열 성장을 제어하는데 장약공 노치가 유효하다는 연구결과가 발표되어오고 있다. 본 연구에서는 장약공의 노치가 파단면 형성에 미치는 영향을 살펴보기 위하여 일반 장약공과 노치 장약공에 의한 파단면의 표면을 비교하였다. 암석시편에 노치를 형성하기 위하여 노치비트시스템이 적용되었다. 파단면의 표면은 디지털 영상 계측법을 적용하여 DEM 모델로 재구성하고, 표면 거칠기 지수를 사용하여 파단면의 거칠기를 평가하였다.