• Title/Summary/Keyword: bearing characteristic

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Correlation between the subjective comfort and elastic body pressure distribution on a bicycle saddel (자전거 안장의 연체압 분포와 주관적 안락도의 상관성에 관한 연구)

  • 최정윤;박경수
    • Proceedings of the ESK Conference
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    • 1993.04a
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    • pp.145-145
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    • 1993
  • In bicycle design, saddle is the major part which effects the subjective comfort of rider. This study examines the correlation between the subjective comfort and elastic body pressure. The elastic body pressure measuring instrument for free-form surface such as saddle is developed by force sensor register, A/D converter and computer. The subjective comfort is measured quantit- atively by 11-point scale method and the elastic body pressure distribution is obtained through 3 different saddles at 4 postures. The pressure distribution is presented by computerized equi- pressure contour. While mean pressure, standard deviation of pressure, maximum pressure are inversely proportional to subjective comfort, the modified saddle-bearing weight which is the surface integral of pressure is directly proportional. Consequently, standard deviation of pressure is most important characteristic which affects variation of subjective comfort.

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Characteristic of Rolling Contact Fatigue in Silicon Nitride Ceramics (질화규소세라믹스의 접촉피로 특성)

  • Yu, Seong-Geun
    • Korean Journal of Materials Research
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    • v.7 no.3
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    • pp.224-228
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    • 1997
  • Rolling contact fatigue tests were performed for two types silicon nitrides using disk- type specimens. Materials showed a fatigue behaviour similar to that typically found in metallic materials From the fractographic and metallographic observations, it has been found that the crack initation in the silicon nitrides subjected to rolling contact fatigue is to be induced by cyclic subsurface shear stress, as is known in steel bearing. On the mid-sections of the specimens, many subsurface cracks which lay parallel to the contact surface can be found at a depth where fluctuation of the Herzian shear stress was the maximum.

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Dynamic Analysis of NFR Slider (NFR 슬라이더의 동특성 분석)

  • 안채헌;임경화
    • Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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    • 2001.11b
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    • pp.586-591
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    • 2001
  • Dynamic analysis using impulse responses is formulated to estimate effect of slider rail shape on dynamic responses. Impulse responses are obtained on numerical nonlinear model including rigid motion of slider and fluid motion of air bearing under the slider. Dynamic characteristics of slider motion are evaluated by utilizing the decay ratio of impulse responses and modal frequencies from frequency response functions. The dynamic characteristics of the developed NFR(Near Field Recording) slider are checked by comparing those of HDD sider(Nutcracker). Also, sensitivities of slider position conditions and rotation speed on the dynamic characteristics are investigated. The researches show that the utilized method is a good indicator of designing the better slider.

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A study on the Drilling according to the Stacking Sequence of the CFRP (탄소섬유강화플라스틱의 적층구성에 따른 드릴 가공에 관한연구)

  • Kim, S.B.;Shin, H.G.;Kim, T.Y.
    • Journal of the Korean Society of Mechanical Technology
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    • v.13 no.2
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    • pp.1-7
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    • 2011
  • The CFRP composite has a lot of merits such as mechanical characteristic, light and thermal resistance. For these merits, CFRP is applied to so many industrial area. In order to use the composite materials in the aircraft structures or machine elements, accurate surfaces for bearing mounting or joints must be provided, which require precise, machining. In this study, the specimens differentiating the stacking sequence of 5kinds were used. When drilling the carbon fiber reinforced plastics, it was checked on whether the stacking sequence reached any effect on the cutting force. Also relationship between the drill diameter is examined from the drilling experiment, which is the drilling of Fabric, Unidirectional specimen with ∅6mm, ∅10mm, ∅12mm cemented carbide drill. Considering cutting force and drilling diameter, the results are analyzed.

Concrete Crack of Ballastless Track Structure and its Repair

  • Xie, Yongjiang;Li, Huajian;Feng, Zhongwei;Lee, Il-Wha
    • International Journal of Railway
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    • v.2 no.1
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    • pp.30-36
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    • 2009
  • Crack and its damage of structure concrete in both FBS and TBS ballastless track are presented. The cause of concrete crack is analyzed. According to corresponding quantitative equation, effective technical measures to depression crack of concrete are put forward, at the same time the rationality of elastic ratio for HGT has been proved. At last, by the analysis of the characteristic of high-speed train, which are serving in the open air, bearing fatigue load, the short time for maintenance window and high speed of service, technical requirement for concrete repair material, repair technology and repair tools of ballastless track structure are presented.

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The optimum steel fiber reinforcement for prestressed concrete containment under internal pressure

  • Zheng, Zhi;Sun, Ye;Pan, Xiaolan;Su, Chunyang;Kong, Jingchang
    • Nuclear Engineering and Technology
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    • v.54 no.6
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    • pp.2156-2172
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    • 2022
  • This paper investigates the optimum fiber reinforcement for prestressed concrete containment vessels (PCCVs) under internal pressure. To achieve this aim, steel fiber, which is the most widely used fiber type in current engineering applications, is adopted to constitute steel fiber-reinforced concrete (SFRC) to substitute the conventional concrete in the PCCV. The effects of characteristic parameters, 𝜆sf, of the steel fiber affecting significantly the mechanical behavior of the concrete are first taken into account. Partial or complete concrete regions of the PCCV are also considered to be replaced by SFRC to balance the economy and safety. By adopting the ABAQUS software, the ultimate bearing capacity and performance for the fiber-reinforced PCCV are scientifically studied and quantified, and the recommendations for the optimum way of fiber reinforcement are presented.

A Study on the Characteristic Behavior of the Lateral Load Piles using the Strain Wedge Model and Laboratory Model Test (실내모형실험과 변형률 쐐기모델을 이용한 수평하중을 받는 말뚝의 거동 특성에 관한 연구)

  • Kim, HongTaek;Han, YeonJin;Kim HongLak
    • Journal of the Korean GEO-environmental Society
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    • v.13 no.2
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    • pp.103-112
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    • 2012
  • The most of original horizontal bearing capacity theory of the pile is not efficiently to consider interaction between soil and pile because it is only to consider the earth pressure theory and separately the ground form pile. In recent, in order to improve the pile technology, it is necessary to confirm the real behaviour characteristics of pile under lateral load. Hence, to evaluate the behaviour characteristics of the single and group pile under lateral loads using the strain wedge model that could consider the interaction between soil and piles. Primarily, laboratory scale down model tests was carried out to predict the behaviour characteristics on real size piles using the strain wedge model. The comparative analyses between model test and numerical analysis for the evaluation of whole behaviour were conducted.

Mössbauer and Infrared Absorption Spectroscopy of Tourmaline Minerals (전기석 광물의 뫼스바우어 및 적외선 흡수 분광학)

  • Kim, Hee Jong;Kim, Soo Jin
    • Journal of the Mineralogical Society of Korea
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    • v.6 no.2
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    • pp.105-115
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    • 1993
  • $M{\ddot{o}}ssbauer$ and Infrared absorption spectra of the iron-bearing tourmaline minerals show that the ferrous and ferric ions occupy the Y and Z octahedral sites. The Fe ions are almost ferrous, predominantly partitioning into Y site and partly take in Z site. The $Fe^{2+}$ content of the Z sites in brownish black tourmaline minerals are higher than that in blue/green tourmaline minerals. Therefore, 720 nm peak of brownish black samples is broader than that of blue/green samples in optical spectra. All of the blue/green tourmaline minerals used in experiment have only $Fe^{2+}$ ion. The IR spectra of tourmaline depend on the cation environments around OH groups, as also evidenced by their chemical analyses. There appear no difference in IR spectrum between O(1)H and O(3)H binding characters in the heat-treated samples. But the characteristic $3565cm^{-1}$ peak appears in the ferrous hydroxyl bearing silicates, where dehydroxylation temperature for OH coordinated to $Fe^{2+}$ is $700{\sim}800^{\circ}C$.

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The Performance of Nafion-Based IPMC Actuators Containing Polypyrrole/Alumina Composite Fillers

  • Lee, Jang-Woo;Kim, Ji-Hye;Chun, Yoon-Soo;Yoo, Young-Tai;Hong, Soon-Man
    • Macromolecular Research
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    • v.17 no.12
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    • pp.1032-1038
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    • 2009
  • A polypyrrole (PPy)/alumina composite filler prepared via in-situ polymerization of pyrrole on alumina particles was incorporated into $Nafion^{(R)}$ to improve the performance of ionic polymer-metal composite (IPMC) actuators. The IPMCs with the pristine PPy without alumina support did not show bending displacements superior to that of the bare Nafion-based IPMC, except at a high PPy content of 4 wt%. This result was attributed to the low redox efficiency of the PPy alone in the IPMC and may have also been related to the modulus of the IPMC. However, at the optimized filler contents, the cyclic displacement of the IPMCs bearing the PPy/alumina filler was 2.2 times larger than that of the bare Nafion-based IPMC under an applied AC potential of 3 Vat 1 Hz. Even under a low AC potential of 1.5 V at 1 Hz, the displacement of the PPy/alumina-based IPMCs was a viable level of performance for actuator applications and was 2.7 times higher than that of the conventional Nafion-based IPMC. The generated blocking force was also improved with the PPy/aiumina composite filler. The greatly enhanced performance and the low-voltage-operational characteristic of the IPMCs bearing the PPy/alumina filler were attributed to the synergic effects of the neighboring alumina moiety near the PPy moiety involving electrochemical redox reactions.

Effects of Thermal Aging of Natural Rubber Bearing on Seismic Performance of Bridges (천연고무받침의 열 노화가 교량 내진성능에 미치는 영향)

  • Oh, Ju;Jung, Hie-Young
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.33 no.3
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    • pp.855-864
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    • 2013
  • The dynamic characteristics of natural rubber bearings, which are used as isolator, are dependent on the main rubber's dynamic behaviors and nonlinear properties. Rubber materials tend to undergo an aging process under the influence of mechanical or environmental factors, so they inevitably end up facing damage. A main cause of aging like this is known to be oxidization, which occurs through the heat of reaction at high temperatures. Accordingly, in this study an accelerated thermal aging test was carried out in order to compare the characteristic values of the bearings before and after thermal aging occurs. As a result of this experiment, it was found that a thermal aging phenomenon could have some effects on shear stiffness, energy absorption, and equivalent damping coefficients of the bearings. Furthermore, a deterioration in the dynamic properties of the natural rubber bearings caused by the thermal aging was applied to an actual bridge and then the effects of such thermal aging on the seismic performance of the bridge were also compared and analyzed based on numerical analysis. As a result of this analysis, it was found that the changes in the basic properties of the natural rubber bearings caused by the thermal aging bring only a minor effect on the seismic performance of bridges.