• 제목/요약/키워드: steel wheel

검색결과 159건 처리시간 0.03초

자동차 터보충전기 터빈휠용 경량 고내열 주조 Ni기 초합금의 개발 (Development of New Ni-based Cast Superalloy with Low Density and High Temperature Capability for Turbine Wheel in Automotive Turbocharger)

  • 오키 유우타로;스미 요시노리;코야나기 요시히코
    • 한국주조공학회지
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    • 제42권6호
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    • pp.392-397
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    • 2022
  • In order to compliant the stringent exhaust emission regulations, higher fuel efficiency and cleaner exhaust gas in combustion engines have been required. To improve combustion efficiency, an exhaust gas temperature is increasing, therefore higher temperature resistance is required for components in exhaust system, especially turbine wheel in turbocharger. IN100 looks quite attractive candidate as it has high temperature properties with low density, however it has low castability due to poor ductility at high temperature. In this study, the balance of Al and Ti composition was optimized from the base alloy IN100 to improve the high temperature ductility by expanding the γ single phase region below the solidification temperature, while obtaining the high temperature strength by maintaining the volume fraction of γ' phase equivalent to IN100 around 1000℃. Furthermore, the high temperature creep rupture life increased by adding a small amount of Ta. The alloy developed in this study has high castability, low density and high specific strength at high temperature.

윤하중조건에서의 프리캐스트 콘크리트 바닥판 피로특성 (Fatigue Characteristics of Precast Concrete Bridge Decks under Wheel Load Condition)

  • 주봉철;박흥석;김영진;송재준
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2006년도 춘계학술발표회 논문집(I)
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    • pp.394-397
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    • 2006
  • For checking fatigue safety and endurance of precast concrete deck and loop joint system in the steel plate girder composite bridge, the test composite bridge model was made for the fatigue experiment by the wheel load machine. The fatigue tests of 1,000,000 cycles were implemented according to wheel load condition of DB24 rear axle of Korea Highway Design Code. From the test results, the loop joint system for the precast deck has a sufficient flexural capacity. Although a little lower longitudinal continuity capacity is evaluated than general sound cast-in-place RC bridge deck, there is no problem about the safety. The overall fatigue level of safety defined by the code is satisfied.

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Low Point 모니터링 장비의 개발 (Development in Equipment of Low Point Marking Machine Control System)

  • 최명환;김원일
    • 한국산업융합학회 논문집
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    • 제13권4호
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    • pp.205-209
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    • 2010
  • Even the domestically small-and medium-sized companies progressed development in the monitoring equipment of inspecting run out in steel wheel aiming to supply and generalize through developing the monitoring equipment for securing quality technology and enhancing quality-test level. Run-Out value in vehicle wheel was measured with Computer & Servo system by using Low-Point marking machine control system, which is this development product. Low-Point value was operated and calculated. It marked by revolving wheel as much as the demanded measurement value based on 1ST harmony curve. Thus, the shipment of inferior product, which occurs in the measurement by the existing worker, could be blocked in advance. In the existing case, 60 sec. was required for inspecting 1 product. However, it came to bring about a rise in production volume through shortening inspection time to 8 seconds and improving workers' operating environment.

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영구동토 급속안정화를 위한 롤타입강재매트의 모델링과 해석(II) - 변수해석 - (Modelling and Analysis of Roll-Type Steel Mat for Rapid Stabilization of Permafrost (II) - Parametric Analysis -)

  • 문도영;강재모;이장근;이상윤
    • 한국지반신소재학회논문집
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    • 제13권4호
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    • pp.109-117
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    • 2014
  • 본 논문에서는 전편의 논문에서 제시한 힌지연결부를 갖는 쉘해석모델을 이용하여 변수연구를 수행하였다. 주요변수에는 중차량 통과에 의하여 발생한 원지반의 영구변형 폭, 되메움, 강재매트의 등가두께 및 강재매트의 이방성 특성이 고려되었다. 이러한 주요변수들이 롤타입강재매트의 수직처짐, 회전변위 및 모멘트와 응력에 미치는 영향을 분석하였다. 분석결과, 차륜하중에 의하여 발생한 동토의 영구소성변형으로 인하여 매우 큰 수직처짐과 허용휨인장강도를 초과하는 인장응력이 발생하는 것으로 나타났다. 이러한 문제는 되메움 또는 강재매트의 등가두께를 증가시킴으로서 쉽게 해결될 수 있다.

경량전철 토목구조물 특성에 관한 연구 (A Study on the characteristic of civil structure for light railway system)

  • 이안호;이병송;이덕영
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2001년도 춘계학술대회 논문집
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    • pp.387-392
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    • 2001
  • This paper shows the general description on the characteristic of civil structure for a automated guide way transit(AGT) system. There are three kind of AGT system; rubber tired AGT, steel wheel AGT and LIM AGT; for this paper.

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오일샌드 플랜트용 금속소재의 마모 특성에 대한 실험적 연구 (Experimental Study on Wear Characteristics of Metallic Materials used in Oil Sands Plants)

  • 원성재;조승현;강대경;허중식
    • Tribology and Lubricants
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    • 제33권1호
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    • pp.31-35
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    • 2017
  • Recently, international attention has been focused on the development of non-traditional energy resources such as shale gas and oil sands, due to the steep increase in the demand for natural resources. The materials incorporated in an oil gas plant module experience extreme environments, and are prone to various problem such as fracture, corrosion and abrasion due to low-temperature brittleness. In order to improve the plant life, it is necessary to perform characteristics study and performance evaluation of the materials. In particular, this paper explains the main set of materials which are most frequently used in oil sands plant project. In order to investigate wear characteristics, the authors carried out abrasive wear tests of TP 316, stainless steel and SS 400, structural rolled steel. For the analysis of the abrasive wear resistance of an oil sands plant, the authors carried out the test according to ASTM G 105 "Standard Test Method for Conducting Wet Sand/Rubber Wheel Abrasion Test" standard guidelines. The authors have derived the results from the data associated with the loss of mass with respect to wear rate. During the test, for a given wear length for 10,000 revolutions, the rotational speed and applied force of the rubber wheel were varied.

WC-12%Co/저탄소강 MMC 용접 오버레이의 마모거동 (Wear Behavior of WC-12%Co/Low Carbon Steel Metal Matrix Composites(MMC) Welding Overlay)

  • 임희식;김태형;박경채
    • Journal of Welding and Joining
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    • 제21권2호
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    • pp.42-49
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    • 2003
  • The protection of steel surfaces against wear is a practical problem far agricultural, mining and manufacturing industries. Commercial processes are available in which a hard tungsten carbides rich steel layer is formed on the surface of carbon steel digging, drilling and gouging tools to improve their wear resistance. The nature of the interaction of the tungsten carbide with the steel matrix is important in determining the wear and corrosion properties of the resulting metal matrix composites(MMC). In the study, WC-12%Co/low carbon steel MMC overlays have been prepared by gas metal arc welding(GMAW) according to size of WC-12%Co grits. The characteristics wear resistance and wear mechanism have been investigated in relation to the experiment conditions each other. After MMC overlay had been tested by rubber wheel abrasion test, it was known that MMC overlay has a excellent wear resistance. Fe$_{6}$W$_{6}$C carbides of matrix in overlays were not important to restrain rubber wheal abrasion wear. Wear loss is proportioned to a applied load according to time. On the case of low load, wear occurred severely in the matrix of overlay more than WC-12%Co grit, on the contrary it is reverse on the case of high load because of fracture of WC-12%Co grits.its.

호남고속철도 동적 안정성 요구 조건을 고려한 강합성 거더교의 변수 연구 (Parametric Study on Steel composite Girder bridges for HONAM High-Speed Railway Considering Criteria Requirement of Dynamic Response)

  • 조선규;정한욱;김성일
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2007년도 추계학술대회 논문집
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    • pp.1370-1378
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    • 2007
  • 고속철도 교량은 고속주행 열차의 차축 주기하중 효과와 교량 고유의 동적특성에 의한 동적 증폭 효과로 인하여 구조물의 안전성에 영향을 받는다. 그리고 교량의 과도한 변형으로 인하여 차륜과 레일의 접촉력 감소, 궤도틀림 등의 윤중 변동이 일어나 열차의 주행안전성 및 승차감을 저해할 수 있다. 이러한 궤도 안전성을 확보하기 위하여 동적거동에 대한 교량상판수준의 수직가속도 제한, 차륜-레일간의 접촉과 열차주행 안전성 확보를 위한 상판 면틀림 제한, 단부 회전각 변위 제한, 차량하중에 의한 교량의 수직 처짐 제한을 반드시 만족시켜야 하며, 필수적으로 공진에 대한 검토도 이루어져야 한다. 신설되는 호남고속철도에서는 기존의 경부고속철도와 다른 콘크리트 도상을 적용하고, 궤도간격, 설계열차하중 등이 변경되어 적용되므로 새로운 동적안정성 요구조건을 적용하게 된다. 본 연구에서는 콘크리트교량에 비해 진동특성이 취약한 것으로 알려진 강합성 거더 고속철도 교량의 동적거동 분석을 수행하였다.

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삼차원 해석에 의한 강합성교 바닥판의 교통유발진동 응답 평가 (Estimation of Slab Response of Plate Girder Bridge in Traffic-Induced Vibration by Three-Dimensional Analysis)

  • 김철우;카와타니 미츠오;이우현
    • 한국강구조학회 논문집
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    • 제10권2호통권35호
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    • pp.263-277
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    • 1998
  • 최근 교량상 주행 차량의 중량화 및 대형화 그리고 교통량의 증대로 교량의 바닥판 등의 피로 손상이 문제화되고 있다. 이러한 손상의 주 요인은 교량의 노면 및 신축 이음부의 단차 위를 주행하는 차량의 동적 접지력으로 볼 수 있다. 이에 대해 바닥판의 거동을 적절하게 해석 할 수 있는 삼차원 동적 응답 해석이 필요하게 되었다. 따라서 본 연구에서는 삼차원 차량 및 교량 모델을 구축하여 바닥판의 동적 응답 및 차량의 동적 접지력을 계산하고, 신축 이음부에 개재된 단차의 영향에 따른 바닥판의 응답을 평가 해보았다. 해석치는 일본 오오사카의 판신(Hanshin)고속도로 매전(Umeda) 입로교에서 수행한 실측치와 비교하였다.

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