• 제목/요약/키워드: bearing stress

검색결과 680건 처리시간 0.028초

자동차 엔진 텐션베어링에 대한 구조해석 (Structural Analysis on Tension Bearing of Automotive Engine)

  • 조재웅;한문식
    • 한국기계가공학회지
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    • 제11권5호
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    • pp.21-28
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    • 2012
  • This study analyzes about automotive engine tension bearing through the structural analyses of fatigue and vibration. Maximum equivalent stress is shown at the lower of tensioner. Among the cases of nonuniform fatigue loads, 'SAE bracket history' with the severest change of load becomes most unstable but 'Sample history' becomes most stable. In case of 'Sample history' with the average stress of 0 to $-10^{6}MPa$, the possibility of maximum damage becomes 3%. This stress state can be shown with 6 times more than the damage possibility of 'SAE Bracket history' or 'SAE transmission'. The structural result of this study can be effectively utilized with the design of tension bearing by investigating prevention and durability against its damage.

직선운동베어링 성능평가방법의 표준화 및 내구성 시험에 관한 연구 (A Study on the Fatigue Test and Performance Evaluation for Linear Motion Rolling Bearing)

  • 김태범;김동길;이상조;김익수;이위로;이동규
    • 한국정밀공학회:학술대회논문집
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    • 한국정밀공학회 2003년도 춘계학술대회 논문집
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    • pp.1270-1274
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    • 2003
  • The objective of this paper is to introduce the standard of evaluation methods and fatigue test for linear motion rolling bearing. In particular, attention well be given to the list of evaluation and fatigue results in this paper. The life of a linear motion rolling bearing is given by the length of distance covered between the connection parts before the first evidence of fatigue develops in the material of one of the raceways of rolling elements. The main factors that contribute to fatigue failures include: Number of load cycles experienced; Range of stress experienced in each load cycle; Mean stress experienced in each toad cycle; Presence of local stress concentrations.

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베어링강의 고온변형 특성에 관한 연구 (A Study on Hot Deformation Behavior of Bearing Steels)

  • 문호근;이재성;유선준;전만수
    • 대한기계학회논문집A
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    • 제27권4호
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    • pp.614-622
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    • 2003
  • In this paper, the stress-strain curves of bearing steels at hot working conditions are obtained by hot compression test with a computer controlled servo-hydraulic Gleeble 3800 testing machine and elongations and reductions of area of the bearing steels are also obtained by hot tensile test with a Gleeble 1500 testing machine. Experiments are conducted under the various strain-rates and temperatures and their results are used to obtain the flow stress information. A rigid thermo-viscoplastic finite element method is applied to the multi-stage hot forging process in order to predict temperature distribution of workpiece. The experimental results and the analysis results are used to obtain an optimal hot forging condition.

베어링강의 고온변형특성과 열간 단조조건에 관한 연구 (Hot Deformation Behavior of Bearing Steels and Their Optimal Hot Forging Conditions)

  • 문호근;이재성;윤선준;전만수
    • 한국소성가공학회:학술대회논문집
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    • 한국소성가공학회 2002년도 춘계학술대회 논문집
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    • pp.159-162
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    • 2002
  • In this paper the stress-strain curves of bearing steels at hot working conditions are obtained by compression test with a computer controlled servo-hydraulic Gleeble 3800 testing machine and elongations and reductions of area of the bearing steels are obtained by tensile test with a computer controlled servo-hydraulic Gleeble 1500 testing machine. These tests have been focused to obtain the flow stress data and optimal hot forging conditions under various conditions of strain rates and temperatures. The strain rate sensitivity exponent and reduction of area of the materials are evaluated. Experimental results are resented for various conditions of temperatures and strain rates.

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Theoretical determination of stress around a tensioned grouted anchor in rock

  • Showkati, Alan;Maarefvand, Parviz;Hassani, Hossein
    • Geomechanics and Engineering
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    • 제8권3호
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    • pp.441-460
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    • 2015
  • A new theoretical approach for analysis of stress around a tensioned anchor in rock is presented in this paper. The solution has been derived for semi-infinite elastic rock and anchor and for plane strain conditions. The method considers both the anchor head bearing plate and its grouted bond length embedded in depth. The solution of the tensioned rock anchor problem is obtained by superimposing the solutions of two simpler but fundamental problems: A distributed load applied at a finite portion (bearing plate area) of the rock surface and a distributed shear stress applied at the anchor-rock interface along the bond length. The solution of the first problem already exists and the solution of the shear stress distributed along the bond length is found in this study. To acquire a deep understanding of the stress distribution around a tensioned anchor in rock, an illustrative example is solved and stress contours are drawn for stress components. In order to verify the results obtained by the proposed solution, comparisons are made with finite difference method (FDM) results. Very good agreements are observed for the teoretical results in comparison with FDM.

스프링요소를 이용한 풍력발전기용 슬루잉 베어링의 유한요소해석 (Finite Element Analysis of Slewing Bearings for Wind Turbines Using Spring Elements)

  • 한기봉;강종훈
    • 한국융합학회논문지
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    • 제11권11호
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    • pp.239-247
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    • 2020
  • 본 연구는 풍력발전기용 베어링의 응력저감을 위한 설계와 검증에 관한 것이다. 일반적인 4점 접촉 볼베어링의 구조를 가지고 있는 슬루잉 베어링은 큰 모멘트 하중이 작용하면 접촉점이 레이스웨이 끝단부로 이동하여 국부적인 응력상승 문제가 발생한다. 본 연구에서는 이러한 접점 이동을 줄이기 위한 베어링을 설계하였다. 전통적인 볼베어링과 새로인 설계된 베어링의 극한하중 하에서의 변형거동을 볼을 스프링요소로 치환하여 유한요소해석을 통하여 계산하였다. 볼과 레이스웨이의 접촉응력은 변형거동 해석결과를 경계조건으로 입력하여 유한요소해석으로 계산하였다. 베어링 구조에 따른 접촉부 응력 비교를 통하여 베어링의 응력해석 방법의 효용성을 검증하였다.

가중평균 해석법을 이용한 래핑된 베어링강 어닐링재료의 깊이방향에 대한 잔류응력분포 측정 (Measurement of Residual Stress Distribution in the Depth Direction of Annealed Materials of Lapped Bearing Steel Using Weighted Averaging Analysis Method)

  • 한창석;이찬우
    • 한국재료학회지
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    • 제33권5호
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    • pp.205-213
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    • 2023
  • This paper reports the results of an experimental examination using X-rays to test annealing materials for lapped bearing steel (STB2), to confirm the validity of the weighted averaging analysis method. The distribution behavior for the α𝜓-sin2𝜓 diagram and the presence or absence of differences in the peak method, half-value breadth method, and centroid method were investigated. When lapping the annealed bearing steel (STB2) material, a residual stress state with a non-directional steep gradient appeared in the surface layer, and it was found that the weighted averaging analysis method was effective. If there is a steep stress gradient, the sin2𝜓 diagram is curved and the diffraction intensity distribution curve becomes asymmetric, resulting in a difference between the peak method, half-value breadth method, and centroid method. This phenomenon was evident when the stress gradient was more than 2~3 kg/mm2/㎛. In this case, if the position of the diffraction line is determined using the centroid method and the weighted averaging analysis method is applied, the stress value on the surface and the stress gradient under the surface can be obtained more accurately. When the stress gradient becomes a problem, since the curvature of the sin2𝜓 diagram appears clearly in the region of sin2𝜓 > 0.5, it is necessary to increase the inclination angle 𝜓 as much as possible. In the case of a lapping layer, a more accurate value can be obtained by considering 𝜎3 in the weighted averaging analysis method. In an isotropic biaxial residual stress state, the presence or absence of 𝜎3 can be determined as the presence or absence of strain for sin2𝜓≈0.4.

슬루잉 링 베어링의 접촉응력분포에 관한 연구 (Analysis of Contact Stress in Slewing Ring Bearings)

  • 김청균;이승렬
    • Tribology and Lubricants
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    • 제11권2호
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    • pp.24-33
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    • 1995
  • This paper presents the contact stress distributions between the multi-contact bodies and the total reaction forces for various types of contact geometry for multi-load slewing ring bearings. The FEM results indicate that the slope of the roller type of slewing ring bearing has slightly steeper than that of the ball type. This is because the roller type wire race bearings is stiffer than the ball type bearing. The total reaction force of ball type slewing bearing shows much higher than that of wire race slewing bearings.

입체요소를 이용한 가동받침과 고정받침의 유한요소해석 (FE Analysis of Movable Bearing Shoe and Hinged Bearing Shoe)

  • 최창근;이태열;김태완;김재철
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 1998년도 가을 학술발표회 논문집
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    • pp.373-380
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    • 1998
  • 3D finite element analyses of movable bearing shoe and hinged bearing shoe are performed. The finite element models are built using MSC/PATRAN and analyses are carried out using MSC/NASTRAN. Results are again completely processed using MSC/PATRAN. From the results of the analyses, trends of deformation and stress distribution are reviewed and important factors to consider in the design of bearing shoes are discussed. Furthermore optimum crowning amount for the roller of movable bearing shoe was determined according to the results of the analyses.

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The effect of cyclic loading on the rubber bearing with slit damper devices based on finite element method

  • Saadatnia, Mahdi;Riahi, Hossein Tajmir;Izadinia, Mohsen
    • Earthquakes and Structures
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    • 제18권2호
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    • pp.215-222
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    • 2020
  • In this paper, slit steel rubber bearing is presented as an innovative seismic isolator device. In this type of isolator, slit steel damper is an energy dissipation device. Its advantages in comparison with that of the lead rubber bearing are its simplicity in manufacturing process and replacement of its yielding parts. Also, slit steel rubber bearing has the same ability to dissipate energy with smaller value of displacement. Using finite element method in ABAQUS software, a parametric study is done on the performance of this bearing. Three different kinds of isolator with three different values of strut width, 9, 12 and 15 mm, three values of thickness, 4, 6 and 8 mm and two steel types with different yield stress are assessed. Effects of these parameters on the performance characteristics of slit steel rubber bearing are studied. It is shown that by decreasing the thickness and strut width and by selecting the material with lower yield stress, values of effective stiffness, energy dissipation capacity and lateral force in the isolator reduce but equivalent viscous damping is not affected significantly. Thus, by choosing appropriate values for thickness, strut width and slit steel damper yield stress, an isolator with the desired behavior can be achieved. Finally, the performance of an 8-storey frame with the proposed isolator is compared with the same frame equipped with LRB. Results show that SSRB is successful in base shear reduction of structure in a different way from LRB.