• Title/Summary/Keyword: bearing characteristic

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The Analysis of the Mechanical Characteristic of Bamboo Net (대나무 망의 역학적 특성분석)

  • Yang, Kee-Sok;Lee, Song
    • Journal of the Korean Geotechnical Society
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    • v.25 no.5
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    • pp.29-37
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    • 2009
  • Examining the mechanical characteristic of the bamboo net structure is necessary in order to evaluate the influence of bending rigidity of bamboo on bearing capacity, however, there is no equipment to examine such mechanical behavior of the bamboo net structure in the world. In this study, a specific equipment to examine stress-strain behavior characteristics of the structure of bamboo net is developed. In comparison with Bamboo's stress-strain behavior characteristic and vertical stress caused by various dozer equipments, the case of estimating minimum embedded depth considering ground settlement is analyzed.

Vibration Analysis of Ball Bearing Fault using HFRT (HFRT 기법을 이용한 결함 볼베어링의 진동분석)

  • Kim, Ye-Hyun;Kang, Byoung-Yong;kim, Dong-Il;Chang, Ho-Gyeong
    • The Journal of the Acoustical Society of Korea
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    • v.14 no.2
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    • pp.92-100
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    • 1995
  • In this study, the bearing defects were modeled and the vibration of ball bearing faults was presented for the defective pattern. The vibration signal was measured for the single and multiple defected ball bearing at the various defect positions and rotation speed, and then the signal components using the HFRT(high frequency resonance technique) were analyzed by FFT. The experimental data analysis has shown that the frequencies generated in the single or multiple defected ball bearings appear with the characteristic defect frequency and harmonics of ball pass frequency peak. Signal processing by HFRT makes it possible not only to detect the presence of a defect but also to diagnose the defect part of the bearing.

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The Behavior of Bearing Capacity of Steel Pipe Piles Reinforced by Super Injection Grouting at Pile Tip (S.I.G 공법으로 선단보강된 강관말뚝의 지지거동)

  • Park, Young-Ho;Kim, Nag-Young;Yook, Jeong-Hoon;Choi, Jin-O
    • Proceedings of the Korean Geotechical Society Conference
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    • 2004.03b
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    • pp.20-27
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    • 2004
  • Reinforced twice than width of foundation with SIC under steel piles drived in cohesion soil and in the coal-limestone which heavily fractured. To analyze behaviour characteristic of steel piles, load transfer test was performed to steel piles attached with strain gauges to axial direction. After it passed 49days, dynamic load test was performed to set-up effect of steel piles bearing capacity. The results of test were compared to each other. According to the results, as the skin friction of steel pile was on the same condition, end bearing capacity of steel piles established on SIC solid of cemented milk in cohesion soil was three times than steel piles established on SIG solid of cemented milk in heavily fractured coal- limestone. After piles were driven and passes 49days, in case of piles on SIG solid of comented milk in cohesion soil the increaes of allowable bearing capacity was 442.9% and allowable bearing capacity of piles on SIG solid of cemented milk in heavily fractured coal-limestone increased 22.4%.

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On Mechanical Behavior and Cracking Characteristics of Tunnel Lining by Numerical Analysis (수치해석에 의한 터널 복공의 역학적 거동 및 균열 특성에 관한 연구)

  • 이대혁;김재순;이희근;김성운
    • Tunnel and Underground Space
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    • v.8 no.2
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    • pp.146-156
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    • 1998
  • Nemerical algorithms were developed to analyze the behavior of the double lining as well as ground mass separately or simultaneously. A lining interface element was especially developed, verified and applied to the study on the coupled interaction of shotcrete and the concrete lining. It could be known fro parameter studys on double lining support systems that as the contact surface between shotcrete and concrete lining was rougher, the more decreased bearing capacity against the cracking of the system. If the thickness of the shotcrete increased, the bearing capacity of the double lining also increased linearly with the thickness. If the thickness of the concrete lining increased, the bearing capacity of the double lining had the relationship of the characteristic S-shape of a sigmoid function with the thickness. When the thickness increased over a given value, it was not useful to increase more the thickness because bearing capacity had no remarkable change. It could be concluded that the behavior of the shotcrete and concrete lining was generally reversed before and after the ratio of horizontal to vertical earth preassure of 1.0 and 0.5 respectively. Therefore, we could guess that the movement which two shotcrete and concrete lining deflect toward each other around the crown caused a friction between two linings and thus this disadvantageous effect could contribute to reducing the bearing capacity against the cracking.

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Validation of Contact Modeling Technique for Dynamic Analysis of Roller Bearing System (롤러 베어링의 동역학 해석을 위한 접촉 모델링 기법의 검증)

  • Jung, Eun-Kyo;Choi, Jin-Hwan;Rhim, Sung-Soo;Ryu, Han-Sik
    • Transactions of the Korean Society of Automotive Engineers
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    • v.15 no.4
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    • pp.115-123
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    • 2007
  • In this paper, an analytical model is developed to describe the dynamic characteristics of a roller bearing. In order to obtain accurate dynamic response of roller bearing, each roller is modeled as a rigid body, which has radial and axial movement and rotational constraints. Beam element between outer race segments is used to consider flexibility of outer race. Beam deflection is calculated from beam forces and used for contact between roller and outer race. The efficient contact search kinematics and algorithms in the context of the compliance contact model are implemented to detect the interactions between roller and race for the sake of speedy and robust solutions. The numerical results are validated with another analysis results which are calculated using waviness condition. Increasing rollers, dynamic responses are compared with each other. In order to confirm dynamic behavior and nonlinear characteristic of roller bearing, Poincare map is used.

Corrosion Failure Diagnosis of Rolling Bearing with SVM (SVM 기법을 적용한 구름베어링의 부식 고장진단)

  • Go, Jeong-Il;Lee, Eui-Young;Lee, Min-Jae;Choi, Seong-Dae;Hur, Jang-Wook
    • Journal of the Korean Society of Manufacturing Process Engineers
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    • v.20 no.9
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    • pp.35-41
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    • 2021
  • A rotor is a crucial component in various mechanical assemblies. Additionally, high-speed and high-efficiency components are required in the automotive industry, manufacturing industry, and turbine systems. In particular, the failure of high-speed rotating bearings has catastrophic effects on auxiliary systems. Therefore, bearing reliability and fault diagnosis are essential for bearing maintenance. In this work, we performed failure mode and effect analysis on bearing rotors and determined that corrosion is the most critical failure type. Furthermore, we conducted experiments to extract vibration characteristic data and preprocess the vibration data through principle component analysis. Finally, we applied a machine learning algorithm called support vector machine to diagnose the failure and observed a classification performance of 98%.

Comparative study on bearing characteristics of pervious concrete piles in silt and clay foundations

  • Cai, Jun;Du, Guangyin;Xia, Han;Sun, Changshen
    • Geomechanics and Engineering
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    • v.27 no.6
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    • pp.595-604
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    • 2021
  • With the advantages of high permeability and strength, pervious concrete piles can be suitable for ground improvement with high water content and low bearing capacity. By comparing the strength and permeability of pervious concrete with different aggregate sizes (3-5 mm and 4-6 mm) and porosities (20%, 25%, 30% and 35%), the recommended aggregate size (3-5 mm) and porosity (30%) can be achieved. The model tests of the pervious concrete piles in soft soil (silt and clay) foundations were conducted to evaluate the bearing characteristics, results show that, for the higher consolidation efficiency of the silty foundation, the bearing capacity of the silty foundation is 16% higher, and the pile-soil stress ratio is smaller. But when it is the ultimate load for the piles, they will penetrate into the underlying layer, which reduces the pile-soil stress ratios. With higher skin friction of the pile in the silty foundation, the pile penetration is smaller, so the decrease of the pile axial force can be less. For the difference in consolidation efficiency, the skin friction of pile in silt is more affected by the effective stress of soil, while the skin friction of pile in clay is more affected by the lateral stress. When the load reaches 4400 N, the skin friction of the pile in the silty foundation is about 35% higher than that of the clay foundation.

Fault Detection of Rolling Element Bearing for Low Speed Machine Using Wiener Filter and Shock Pulse Counting (위너 필터와 충격 펄스 카운팅을 이용한 저속 기계용 구름 베어링의 결함 검출)

  • Park, Sung-Taek;Weon, Jong-Il;Park, Sung Bum;Woo, Heung-Sik
    • Transactions of the Korean Society for Noise and Vibration Engineering
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    • v.22 no.12
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    • pp.1227-1236
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    • 2012
  • The low speed machinery faults are usually caused by the bearing failure of the rolling elements. As the life time of the bearing is limited, the condition monitoring of bearing is very important to maintain the continuous operation without failures. A few monitoring techniques using time domain, frequency domain and fuzzy neural network vibration analysis are introduced to detect and diagnose the faults of the low speed machinery. This paper presents a method of fault detection for the rolling element bearing in the low speed machinery using the Wiener filtering and shock pulse counting techniques. Wiener filter is used for noise cancellation and it clearly makes the shock pulse emerge from the time signal with the high level of noise. The shock pulse counting is used to determine the various faults obviously from the shock signal with transient pulses not related with the bearing fault. Machine fault simulator is used for the experimental measurement in order to verify this technique is the powerful tool for the low speed machine compared with the frequency analysis. The test results show that the method proposed is very effective parameter even for the signal with high contaminated noise, speed variation and very low energy. The presented method shows the optimal tool for the condition monitoring purpose to detect the various bearing fault with high accuracy.

Study on the Characteristic Performance of Porous metal bearing by Various Porosity (다공율변화에 의한 Porous metal bearing의 성능 특성에 대한 연구)

  • Chung, Sun Mo
    • Tribology and Lubricants
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    • v.1 no.1
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    • pp.88-101
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    • 1985
  • There is a certain relation between the performance characteristics of the porous metal bearing and the porosity. Since the relation is not explicit, author tried to investigate it by numerical analysis and experiment. The analysis and experiment show that the load carrying capacity decreases as porosity increases while attitude angle and friction parameter increase as porosity increases.

A Study on Die of Bearing Rubber Seal by Formed Tool (총형공구를 이용한 베어링 Rubber Seal 금형가공에 관한 연구)

  • 노상흡;이희관;김연술;김도형;양균의
    • Journal of the Korean Society for Precision Engineering
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    • v.21 no.2
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    • pp.21-26
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    • 2004
  • The formed tool is used to machine the geometrical shape of bearing rubber seal efficiently. The bearing rubber seal has complex geometry for the complicated geometrical shape to prevent leakage of lubricant oil and influx of the dust effectively. Because it is difficult to machine the unique shape exactly by the conventional tool, the formed tool is used in machining a rubber seal die. In this paper, It is performed to investigate machining characteristic of the formed tool; cutting edge wear, cutting force, and surface quality. Also, an efficient precision machining condition is proposed, and the inspection results of rubber seal with CAI are discussed.