• 제목/요약/키워드: steel wheel

검색결과 159건 처리시간 0.027초

4륜구동 SUV 차량용 구동축 경량화를 위한 CFRP 튜브 개발 (Development of CFRP Tubes for the Light-Weight Propeller Shaft of 4WD SUV Vehicles)

  • 나혜중;천진성;조규상
    • 한국기계가공학회지
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    • 제17권4호
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    • pp.32-38
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    • 2018
  • In this study, the one-piece propeller shaft composed of carbon/epoxy was designed and manufactured for 4 wheel drive automobiles that can bear the target torsional torque performance of 3.5kN.m. For the CFRP tube, braiding machine was used to weaving carbon fiber and it was formed the braided yarns with the braid angle ${\pm}45^{\circ}$ and axial yarns to improve strength of the lengthwise direction. The final CFRP tube of propeller shaft was evaluated through the torsional torque test. The CFRP propeller shaft satisfied requirement of the target torsional maximum torque of 3.5kN.m. Also, it was found that the one-piece composite propeller shaft with CFRP tube had 30% weight saving effect compared with a two-piece steel propeller shaft.

엔지니어링 세라믹스의 평면 연삭 가공 특성에 관한 연구 (A Study on the Surface Grinding Characteristic of Engineering Cramics)

  • 강재훈;허성중;김원일
    • 한국자동차공학회논문집
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    • 제2권6호
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    • pp.38-49
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    • 1994
  • In this study, grindability of some representative engineering ceramics are experimentally investigated using resin bond diamond wheel with conventional surface grinding machine, and proper grinding conditions which can be obtained from various experimental results are established also for mechanical components which are proper to domestic circumstances with high reliability. And through the results of experiment, it is confirmed that grinding energies of the ceramics, especially in the case of $Al_2O_3$, are lower than steel with same machining condition in the conventional grinding because of their fine-brittle fracture mode type removal process, though the ceramics are well-known to unmachinable materials. And moreover, the total pass numbers needed for spark-out process to be completed are depend on their mechanical properties because that grinding stiffness is different from each other. The grinding force, ginding power and ground surface roughness are also measured and compared. Furthermore, the experiments carried out in this study, some useful results are obtained with can guide to grind engineering ceramics with conventional surface grinding machine.

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삽입금속 Cu를 적용한 TiAl 합금과 SCM440의 마찰용접 계면의 나노역학물성 평가 (Evaluating Nanomechanical Properties on Interface of Friction-welded TiAl and SCM440 Alloys with Cu as an Insert Metal)

  • 김기영;오명훈;최인철
    • 열처리공학회지
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    • 제34권6호
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    • pp.309-314
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    • 2021
  • Due to the superior corrosion resistance and mechanical properties of TiAl alloy at high temperature, it has been utilized as a turbine wheel of a turbocharger. The dissimilar metallic bonding is usually applied to combine the TiAl turbine wheel with the SCM440 structural steel which is used as a driving shaft. In this study, the TiAl and SCM440 joint were fabricated by using a friction welding technique. During bonding process, to suppress the martensitic transformation and the formation of cracks, which might reduce a strength of the joints, Cu was used as an insert metal to relieve stress. As a result, the intermetallic compounds (IMCs) layer was observed at TiAl/Cu interface while no IMC formation was formed at SCM440/Cu interface. Since understanding of the IMCs effects on the mechanical performance of welded joint is also essential for ensuring the reliability and integrity of the turbocharger system, we estimated the nanohardness of welded joint region through nanoindentation. The relation between the microstructural feature and its mechanical property is discussed in detail.

Reliability of mortar filling layer void length in in-service ballastless track-bridge system of HSR

  • Binbin He;Sheng Wen;Yulin Feng;Lizhong Jiang;Wangbao Zhou
    • Steel and Composite Structures
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    • 제47권1호
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    • pp.91-102
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    • 2023
  • To study the evaluation standard and control limit of mortar filling layer void length, in this paper, the train sub-model was developed by MATLAB and the track-bridge sub-model considering the mortar filling layer void was established by ANSYS. The two sub-models were assembled into a train-track-bridge coupling dynamic model through the wheel-rail contact relationship, and the validity was corroborated by the coupling dynamic model with the literature model. Considering the randomness of fastening stiffness, mortar elastic modulus, length of mortar filling layer void, and pier settlement, the test points were designed by the Box-Behnken method based on Design-Expert software. The coupled dynamic model was calculated, and the support vector regression (SVR) nonlinear mapping model of the wheel-rail system was established. The learning, prediction, and verification were carried out. Finally, the reliable probability of the amplification coefficient distribution of the response index of the train and structure in different ranges was obtained based on the SVR nonlinear mapping model and Latin hypercube sampling method. The limit of the length of the mortar filling layer void was, thus, obtained. The results show that the SVR nonlinear mapping model developed in this paper has a high fitting accuracy of 0.993, and the computational efficiency is significantly improved by 99.86%. It can be used to calculate the dynamic response of the wheel-rail system. The length of the mortar filling layer void significantly affects the wheel-rail vertical force, wheel weight load reduction ratio, rail vertical displacement, and track plate vertical displacement. The dynamic response of the track structure has a more significant effect on the limit value of the length of the mortar filling layer void than the dynamic response of the vehicle, and the rail vertical displacement is the most obvious. At 250 km/h - 350 km/h train running speed, the limit values of grade I, II, and III of the lengths of the mortar filling layer void are 3.932 m, 4.337 m, and 4.766 m, respectively. The results can provide some reference for the long-term service performance reliability of the ballastless track-bridge system of HRS.

강합성교 설계를 위한 하중분배계수 간략식 (Simplified Load Distribution Factor Equation for the Design of Composite Steel Girder Bridges)

  • 정원석
    • 한국강구조학회 논문집
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    • 제17권2호통권75호
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    • pp.131-138
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    • 2005
  • 강합성 교량의 설계시 종방향 모멘트에 하중분배계수를 고려하여 주형의 최대 모멘트를 계산하고 있다. 이러한 하중분배계수식은 1930년경부터 AASHTO 시방서에 채택된 이후 소폭의 수정을 거듭해 오다가 1994년 LRFD 시방서부터 전폭적으로 수정되었다. LRFD 시방서의 하중분배계수 식은 실제 교량의 거동을 비교적 정확히 반영하고 있는 것으로 알려져 있다. 하지만 LRFD식은 설계모멘트 결정단계에서는 확정할 수 없는 종방향 강성계수를 포함하고 있으므로 반복을 통한 설계를 요구한다. 이러한 LRFD식이 내포하는 반복 설계과정으로 인해 실무에서는 널리 쓰이지 않고 있는 실정이다. 따라서 본 연구에서는 반복 설계과정을 필요로 하지 않는 I형 강합성교량의 하중분배간략식을 LRFD식에 근거하여 도출하였다. 간략식의 검증을 위해 43개의 대표교량의 유한요소해석을 통해 구한 엄밀 하중분배계수와 AASHTO LRFD 식, AASHTO Standard 식으로 구한 하중분배계수와 비교하였다. 그 결과 간략식이 구조물의 안전성을 확보하면서 반복계산을 필요로 하지 않는 것으로 확인되었다.

페라이트-베이나이트 복합조직 고강도 열연강판의 신장플랜지 특성에 관한 연구 (A Study on the Stretch-flangeability of Hot-Rolled High Strength Steel with Ferrite-Bainite Duplex Microstructure)

  • 조열래;정진환;구황회;김인배
    • 한국재료학회지
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    • 제9권12호
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    • pp.1252-1262
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    • 1999
  • 자동차 휠, 멤버 등의 소재로 사용되는 인장강도 580MPa급 열연강판의 버링성형성을 향상시키기 위하여 강판의 신장 플랜지성(stretch-flangeability)에 대한 미세조직 및 열간압연후 냉각인자의 영향에 대하여 검토하였다. 열간압연후 3단 냉각제어 및 권취온도의 극저온화에 의하여 신장플랜지성이 우수한 페라이트-베이나이트 복합조직강의 제조가 가능하며, 3단 제어냉각에서 강판의 온도를 $Ar_3$ 직하의 페라이트변태역에서 일정 시간 유지하면 페라이트 변태 및 NbC의 석출이 조장됨을 확인하였다. 페라이트-베이나이트 복합조직 열연강판의 우수한 신장플랜지성은 3단 냉각 및 극저온 권취에 의한 등축 페라이트 분율의 증가, 입계 세멘타이트의 미세화 및 구성 상간의 경도차 저하에 의하여 타발공정에서의 미소균열 생성 및 전파가 억제되기 때문인 것으로 판단되었다. 아울러 0.08wt%C-1.5wt%Mn-0.04wt%Nb 성분계를 이용하여 제조된 인장강도 580MPa급 페라이트-베이나이트 복합조직 열연강판은 연신율 22% 이상, 구멍확장율 (신장플랜지성) 90% 이상의 재질특성을 가지며, 버링비 60% 이상의 자동차 휠 디스크에 적용 가능한 것으로 판명되었다.

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강판형교 바닥판 모멘트의 해석기법 (Analytical Method for Bending Moment of Slab-on-Steel-Girder Bridge)

  • 박남회;최진유;유철수;강영종
    • 한국강구조학회 논문집
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    • 제12권1호통권44호
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    • pp.17-28
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    • 2000
  • 현재 현장에서 건설되어지는 콘크리트교량의 바닥판은 상부와 하부에 동일한 철근을 배근한다. 바닥판 상부철근의 부분적인 제거는 구조적인 측면에서 볼 때, 안전성을 위협하지 않는다는 경험적인 연구 결과들이 발표되어왔다. 판이론에 근거하여 강판형교의 3거더와 4거더시 바닥판의 구조적인 거동을 수식적으로 표현하는 간략화 된 방법을 유도하였다. 거더간 상대처짐을 고려한 간략화 된 방법은 유한요소해석의 결과치와 유사한 값을 얻을 수 있었다. 본 연구에서는, 바닥판 슬래브의 새로운 설계개념이 간략화 된 방법을 통해서 제안되었다. 간략화 된 방법의 변수는 하중위치, 형상비, 상대강성비 그리고 지간 길이 등을 선정하였다. 이 새로운 설계접근방법은 바닥판 상부 철근량을 감소시켜줄 것이다. 바닥판 상부 철근량의 감소는 건설비용의 감소와 철근의 부식문제를 최소화 시켜줄 수 있을 것이다.

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일래스토메릭 부싱의 반경방향모드 비선형 점탄성 모델연구 (A Study of A Nonlinear Viscoelastic Model for Elastomeric Bushing in Radial Mode)

  • 이성범;최종근;민제홍
    • 한국정밀공학회지
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    • 제20권5호
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    • pp.204-209
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    • 2003
  • An elastomeric bushing is a device used in automotive suspension systems to reduce the load transmitted from the wheel to the frame of the vehicle. A bushing is an elastomeric hollow cylinder which is bonded to a solid steel shaft at its inner surface and a steel sleeve at its outer surface. The relation between the load applied to the shaft or sleeve and the relative deformation of elastomeric bushing is nonlinear and exhibits features of viscoelasticity. A load-displacement relation for elastomeric bushing is important for dynamic numerical simulations. A boundary value problem for the bushing response leads to the load-displacement relation which requires complex calculations. Therefore, by modifying the constitutive equation fur a nonlinear viscoelastic incompressible material developed by Lianis, the data fur the elastomeric bushing material was obtained and this data was used to derive the new load-displacement relation for radial response of the bushing. After the load relaxation function for the bushing is obtained from the step displacement control test, Pipkin-Rogers model was developed, Solutions were allowed fur comparison between the results of Modified Lianis model and those of the proposed model. It is shown that the proposed Pipkin-Rogers model is in very good agreement with Modified Lianis model.

장대레일 궤도의 온도좌굴 거동에 미치는 열차하중의 영향 (Effects of Vehicle Loads on Thermal Buckling Behavior of Continuous Welded Rail Tracks)

  • 최동호;김호배
    • 한국강구조학회 논문집
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    • 제12권6호
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    • pp.727-736
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    • 2000
  • 본 연구에서는 궤도의 좌굴해석 및 그 결과를 통해 열차하중이 직선 및 곡선 장대레일 궤도의 온도좌굴 거동에 미치는 영향에 대해 평가하였다. 차량을 고려한 온도좌굴 해석은 바퀴하중하에서 장대레일 궤도의 수직 처짐에 기인한 상향처짐을 결정하기 위해 유사정적 하중모델을 가정하였으며, 차량의 무게와 속도, 궤도의 곡률, 캔트, 그외의 열차와 궤도의 동적인 상호작용으로 인한 횡방향하중은 열차의 수직하중에 대한 수평하중 비에 포함하여 수행하였다. 수치적 해석을 통해 장대레일의 상부 및 하부좌굴온도를 구하였고, 이런 해석결과들을 기존의 열차하중을 포함하지 않은 정적 좌굴해석결과들과 비교하였다.

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일래스토메릭 부싱의 반경방향모드 비선형 점탄성 모델연구 (A Study of A Nonlinear Viscoelastic Model for Elastomeric Bushing in Radial Mode)

  • 이성범
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2003년도 춘계학술대회
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    • pp.415-419
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    • 2003
  • An elastomeric bushing is a device used in automotive suspension systems to reduce the load transmitted from the wheel to the frame of the vehicle. A bushing is an elastomeric hollow cylinder which is bonded to a solid steel shaft at its inner surface and a steel sleeve at its outer surface. The relation between the load applied to the shaft or sleeve and the relative deformation of elastomeric bushing is nonlinear and exhibits features of viscoelasticity. A load-displacement relation for elastomeric bushing is important for dynamic numerical simulations. A boundary value problem for the bushing response leads to the load-displacement relation which requires complex calculations. Therefore, by modifying the constitutive equation for a nonlinear viscoelastic incompressible material developed by Lianis, the data for the elastomeric bushing material was obtained and this data was used to derive the new load-displacement for radial response of the bushing. After the load relaxation function for the bushing is obtained from the step displacement control test, Pipkin-Rogers model was developed. Solutions were allowed for comparison between the results of Modified Lianis model and those of the proposed model. It is shown that the proposed Pipkin-Rogers model is in very good agreement with Modified Lianis model.

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