• 제목/요약/키워드: Main bearing cap

검색결과 7건 처리시간 0.024초

베어링 캡 유한 요소 해석 설계 방법 (Design Methodology of Main Bearing Cap by a Finite Element Analysis)

  • 양철호;한문식
    • 한국자동차공학회논문집
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    • 제17권1호
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    • pp.80-86
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    • 2009
  • Main bearing cap is one of the essential structural elements in internal combustion engine. Main bearing cap guides and holds the crankshaft, withstanding the full combustion and inertia loads of the engine. A seamless design methodology using FEA has been proposed to produce a reliable design of main bearing cap. A Levy's thick cylinder model was applied to calculate the contact pressure between bearing shell and housing bore. A calculated contact pressure at housing bore is within the allowed limit comparing with that from bearing shell model. An adequate FEA model was suggested to obtain reliable solutions for the durability of main bearing cap. 3D global model consists of engine bulkhead, main bearing cap, and bolts. Sub-model consisting of cap and part of bolts is used to get detailed solution of main bearing cap. A very careful contact modeling practice is needed to resolve the convergence problems frequently encountering during combined geometric and material non-linear problems. A proposed methodology has been applied to the main bearing cap model successfully and obtained reliable stress results and fatigue safety factors.

Load Characteristics of Engine Main Bearing : Comparison Between Theory and Experiment

  • Cho, Myung-Rae;Oh, Dae-Yoon;Ryu, Seung-Hyuk;Han, Dong-Chul
    • Journal of Mechanical Science and Technology
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    • 제16권8호
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    • pp.1095-1101
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    • 2002
  • The load characteristics of engine main bearing are very important in the design of crankshaft and engine block. The stiffness of crankshaft and block, or the optimal dimension of the bearing can be determined according to the load level. This paper presents the load characteristics of engine main bearing. Two components of the main bearing load are measured during engine firing and motoring. The vertical and horizontal load components are measured by using the dynamic load cell mounted in each main bearing cap bolt. The measured main bearing loads are compared with calculated results by using the statically determinate method. The theoretical results, provided in this study, agreed well with the experimental results. The presented results are very useful for achieving optimal design of engine.

대형 디젤엔진의 구조응력해석 및 베어링 캡의 최적설계 (Structural Analysis on the Heavy Duty Diesel Engine and Optimization for Bearing Cap)

  • 이재옥;이영신;이현승;김재훈;전준탁;김철구
    • 대한기계학회논문집A
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    • 제32권5호
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    • pp.402-410
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    • 2008
  • The heavy duty diesel engine must have a large output for maintaining excellent mobility. In this study, a three dimensional finite element model of a heavy-duty diesel engine was developed to conduct the stress analysis. The FE model of the heavy duty diesel engine main parts consisting with four half cylinder was selected. The heavy duty diesel engine parts includes with cylinder block, cylinder head, gasket, liner, bearing cap, bearing and bolts. The loading conditions of engine were pre-fit load, assembly load, and gas load. As the results of structural analysis, because the stress values of cylinder block and bearing cap did not exceed the basic design can be satisfied. But on the part which contacts with cylinder block and bearing cap the stress value exceeds the allowable strength of material. In order to decrease the stress at that part, it was optimized with parametric study.

Calculation method and application of natural frequency of integrated model considering track-beam-bearing-pier-pile cap-soil

  • Yulin Feng;Yaoyao Meng;Wenjie Guo;Lizhong Jiang;Wangbao Zhou
    • Steel and Composite Structures
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    • 제49권1호
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    • pp.81-89
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    • 2023
  • A simplified calculation method of natural vibration characteristics of high-speed railway multi-span bridge-longitudinal ballastless track system is proposed. The rail, track slab, base slab, main beam, bearing, pier, cap and pile foundation are taken into account, and the multi-span longitudinal ballastless track-beam-bearing-pier-cap-pile foundation integrated model (MBTIM) is established. The energy equation of each component of the MBTIM based on Timoshenko beam theory is constructed. Using the improved Fourier series, and the Rayleigh-Ritz method and Hamilton principle are combined to obtain the extremum of the total energy function. The simplified calculation formula of the natural vibration frequency of the MBTIM under the influence of vertical and longitudinal vibration is derived and verified by numerical methods. The influence law of the natural vibration frequency of the MBTIM is analyzed considering and not considering the participation of each component of the MBTIM, the damage of the track interlayer component and the stiffness change of each layer component. The results show that the error between the calculation results of the formula and the numerical method in this paper is less than 3%, which verifies the correctness of the method in this paper. The high-order frequency of the MBTIM is significantly affected considering the track, bridge pier, pile soil and pile cap, while considering the influence of pile cap on the low-order and high-order frequency of the MBTIM is large. The influence of component damage such as void beneath slab, mortar debonding and fastener failure on each order frequency of the MBTIM is basically the same, and the influence of component damage less than 10m on the first fourteen order frequency of the MBTIM is small. The bending stiffness of track slab and rail has no obvious influence on the natural frequency of the MBTIM, and the bending stiffness of main beam has influence on the natural frequency of the MBTIM. The bending stiffness of pier and base slab only has obvious influence on the high-order frequency of the MBTIM. The natural vibration characteristics of the MBTIM play an important guiding role in the safety analysis of high-speed train running, the damage detection of track-bridge structure and the seismic design of railway bridge.

공 회전시 자동변속기 차량의 실내소음 음질 개선에 관한 연구 (A Study on the Improvement of the Sound Quality of the Interior Noise of A/T Vehicle in Idle State)

  • 이상권;최병욱;여승동
    • 한국자동차공학회논문집
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    • 제1권1호
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    • pp.110-119
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    • 1993
  • 본 논문은 자동변속기를 탑재한 차량에서 에어콘(air condition)을 작동시키고, 공 회전시 기어의 변속을 "D"단에 두었을 때 실내에서 발생하는 이상음의 원인규명 및 해결 방 법에 관한 연구 결과를 논하고자 한다. 이 이상한 소음의 원인을 규명하기 위하여 실린더 내부의 연소압력, 메인 베어링캡(main bearing cap)의 진동, 엔진 마운팅 보스의 진동 및 차 량의 실내소음을 동시에 측정하여 분석하였으며 이 결과에 의하면 이상음의 원인은 크랭크 샤프트(crank shaft)의 굽힘진동이 파워플랜트(power plant)를 가진하여 진동을 증가시키고, 이 진동이 마운팅 보스를 통하여 차량의 차체에 전달되며, 차체의 진동에 의해서 발생하는 고체 전달음(structure-borne noise)이었다. 또한 이상음의 주기는 주파수 성분은 200-400Hz 이었다. 이 이상음은 크랭크 샤프트의 댐퍼 풀리의 질량을 저감하여 크랭크 샤프트의 동특 성을 개선함으로서 해결가능하고, 혹은 점화시기를 지연하여 연소 압력을 낮춤으로서 해결 가능하다.

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중형 디젤엔진용 실린더 프레임에 대한 구조해석 (Structural Analysis of Cylinder Frame for Medium-speed Diesel Engine)

  • 손정호;김무승;안성찬
    • 한국마린엔지니어링학회:학술대회논문집
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    • 한국마린엔지니어링학회 2005년도 전기학술대회논문집
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    • pp.144-148
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    • 2005
  • Cylinder frame manufactured by casting is assembled with the components such as cylinder head, cylinder liner and main bearing cap, etc. The mechanical contact between all of the neighboring components due to bolt tightening was taken into consideration. The loads used in structural analysis were the bolt tightening forces induced by hydraulic jack and the dynamic forces calculated from kinematic analysis. The difference of forces between the neighboring cylinders was taken into account. The maximum stress, stress amplitude and mean stress calculated from the results of structural analyses were used to evaluate the static and fatigue strength. Gray cast iron which is material of cylinder frame has the material characteristics of very small elongation and different strength in tension and compression. Based on such an material characteristics, the strength evaluation of cylinder frame was carried out with in-house program developed internally.

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구미 황상동 마애여래입상의 구조적 안정성, 풍화 및 보존방안 (Structural Stability, Weathering and Conservation Method of Granite Standing Sculptured Buddha at Hwangsang-dong, Kumi)

  • 이찬희;최석원;서만철;채상정
    • 보존과학회지
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    • 제9권1호
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    • pp.21-32
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    • 2000
  • 구미시 황상동에 위치한 마애여래입상 (보물 제 1122 호)의 구성 암석은 흑운모-각섬석 화강섬록암으로서 약 30 여 개의 불연속적 동일 암체로 구성되어 있으나, 보관석은 역질 사암이다. 마애불 주변에 노출된 암괴의 대부분은 $N25{\sim}45^{\circ}W$의 주향과 거의 수직($70{\sim}85^{\circ}SE$)에 가까운 배면경사를 갖는 절리들이 발달되어 있다. 마애불 본체의 암괴들은 균열된 채 서로를 지지하고 있으나, 접합점에서는 심한 기계적 및 화학적 풍화를 받아 붕괴위험에 쳐해 있다. 또한 상부와 배면으로부터 발생하는 토압과 응력에 의하여 본체는 전면으로 두상은 좌측으로 기울어져 있다. 이 마애불을 이루는 암석의 풍화등급은 HW에 속하며, 조암 광물의 대부분은 화학적 및 광물학적 풍화에 의하여 점토 광물과 철수산화 광물로 교대되어 있다. 마애불의 표면에는 지의류와 선태류가 서식하고 있으며 모근과 포자류가 암석의 생물학적 풍화를 촉진시키고 있고, 절리대에는 이미 토양화가 진행되어 잡초가 서식하고 있다. 보존과학적 측면에서 볼 때, 이 마애불의 구조적 안정을 위해서는 불안정한 암괴의 제거가 필수적이며 불균형의 재발생과 마애불의 전면으로 작용하는 응력을 최소화하기 위하여 암석 지지공법에 의한 본체의 지보가 필요하다. 균열이 심한 절리면에는 암석용 충진제를 사용하여 수경화 처리가 선행되어야 할 것으로 보이며, 마애불에 미치는 지면의 습도를 저감하기 위한 차수벽 또는 차단막의 설치도 고려되어야 할 것이다. 또한 표면에 피복된 지의류와 토양화가 진행된 불연속면에 서식하는 잡초를 제거하기 위한 생화학적 처리가 필요하다.

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