• Tribology and Lubricants
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• 제11권5호
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• pp.93-98
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• 1995

To increase the information storage density in magnetic disk files, the head, the headdisk spacing must be reduced. This has motivated the investigation of alternatives to the conventional air-lubricated head-disk interface (HDI), which operates at a spacing of about 100 nm. One such alternative under consideration is the liquid-lubricated bearing. To properly model the HDI with a liquid bearing it is necessary to incorporate the theological properties of liquid lubricants at high shear rates. These rheological properties themselves are most easily measured within the HDI. Recently, some question has arisen in the literature concerning the interpretation of the frictional data acquired in this manner. In this study analytical and numerical solutions of the Reynolds eqn. are applied to the starved, liquid lubricated HDI to provide some validation of the rheological data reported the author and coworkers (Streator et al., 1994). Results of the analysis highlight the importance of the inlet taper region in determining the equilibrium configuration of the starved HDI even when only a small fraction of its length is wetted by the lubricant.

• Tribology and Lubricants
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• 제17권4호
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• pp.312-320
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• 2001

In magnetic hard disk drives, higher areal recording density requires reduction of head-disk spacing. To overcome the increase of stiction associated with reduction of head-disk spacing, a padder slider, which adds pads to slider's air bearing surface, can be one of the practical solution for sub 20 nm flying height, and even for near contact recording. This study investigated the tribological characteristics of a padder slider. A padder slider took off slowly but showed less friction force than a normal slider. The hot/dry CSS test and drag test indicated that pad wear of a padder slider was negligible. The tribological performance of disk is an important factor to be considered. In particular, less carbon overcoat layer of the disk will result in higher stiction and wear in slider/disk interface. In conclusion, a padder slider shows encouraging tribological performances for practical use in HDD.

• Journal of the Korean Wood Science and Technology
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• 제37권6호
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• pp.531-536
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• 2009

주요 국산 수종인 잣나무재와 일본잎갈나무재의 횡단면상 방사조직 밀도 및 접선단면상 복열방사조직 출현 빈도수에 대한 변이성을 조사하였다. 방사조직의 밀도는 잣나무재 4.6개/mm, 일본잎갈나무재 9.0개/mm로 일본잎갈나무재의 방사조직 밀도가 더 높게 나타났다. 또한, 방사조직 밀도는 수 부근에서 높았고, 수피 쪽으로 이행함에 따라 점차 감소하는 경향을 나타냈다. 한 연륜 내에서의 복열방사조직 출현 빈도수는 일본잎갈나무재가 잣나무재보다 높았다. 잣나무재의 복열방사조직은 복열의 수가 1세포고인 것(B+1)이, 일본잎갈나무재는 2세포고인 것(B+2)이 가장 많았다. 일반적으로 복열방사조직의 출현 빈도수는 조재부가 만재부보다 높았는데 일본잎갈나무재의 경우 복열의 수가 6~7세포고에 달하는 것(B+6~B+7)도 있었다. 본 연구 결과, 방사조직 밀도의 변이성은 성숙재와 미성숙재를 구분하는 기초 자료로뿐만 아니라 방사조직의 출현 빈도와 함께 두 수종을 식별하는 자료로도 활용될 수 있을 것으로 생각되었다.

• 대한토목학회논문집
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• 제35권1호
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• pp.49-61
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• 2015

본 연구는 낙석방지울타리의 성능평가에 관한 두 개의 동반논문 중에서 두 번째 논문이다. 동반논문에서는 낙석방지울타리의 성능평가에 필요한 성능평가기준을 제시하였고 본 논문에서는 동반논문에 제시된 성능평가기준을 이용하여 국내 낙석방지울타리의 성능평가를 수행하였다. 고속도로용 낙석방지울타리는 50kJ의 낙석이 발생하는 장소에서 적절하게 낙석을 방어하고 50kJ 정도의 낙석이 충돌한 직후에도 차량 통행을 방해하지 않을 것으로 평가되었다. 그러나 유럽지침의 수준으로 50kJ의 낙석에너지를 항상 소산시키기 위해서는 아래에서 8번째 와이어로프까지 와이어로프의 간격을 200mm로 조정하고 간격유지대를 연결하여야 한다고 판단되었다. 그리고 간격유지대가 없는 국도용 낙석방지울타리는 상당히 작은 낙석충돌에너지에 대해서도 낙석의 관통가능성이 높기 때문에 고속도로용과 같이 간격유지대를 설치할 필요가 있다고 파악되었다.

• 대한토목학회논문집
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• 제34권2호
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• pp.573-582
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• 2014

교차로에 인접한 부 도로에 대한 설치기준이 명확하지 않아 설치 및 운영에 많은 문제점을 야기시키고 있으며, 이로 인하여 교통소통과 교통안전에 문제가 발생하고 있다. 현재까지 교차로 진출입과 관련하여 운영적인 측면에서는 많은 연구가 시도되었지만, 교차로에 인접한 부 도로에 대한 연구는 대단히 미흡하고 이에 따른 합리적인 설계가 이루어지지 못하는 실정이다. 이에 본 연구에서는 교차로에 인접한 부 도로에서 진출하는 차량에 대한 행태를 조사하고, 교통소통과 안전을 고려하여 교차로에 인접한 부 도로의 적절한 이격거리를 제시하고자 한다. 교통소통과 안전을 도모할 수 있는 교차로에 인접한 부 도로의 적정길이를 제시함으로써, 향후 교차로에 인접한 부 도로와과 관련된 설치기준 정립에 이바지하고자 한다.

• Steel and Composite Structures
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• 제49권2호
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• pp.245-255
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• 2023

The present paper summarizes the results of an experimental program on the influence of using waste lathe scraps in the concrete mixture on the shear behavior of RC beams with different amounts of shear reinforcement. Three different volumetric ratios (1, 2 and %3) for the scraps and three different stirrup spacings (160, 200 and 270 mm) were adopted in the tests. The shear span-to-depth ratios of the beams were 2.67 and the stirrup spacing exceeded the maximum spacing limit in the building codes to unfold the contribution of lathe scraps to the shear resistances of shear-deficient beams, subject to shear-dominated failure (shear-tension). The experiments depicted that the lathe scraps have a pronounced contribution to the shear strength and load-deflection behavior of RC beams with widely-spaced stirrups. Namely, with the addition of 1%, 2% and 3% waste lathe scraps, the load-bearing capacity escalated by 9.1%, 21.8% and 32.8%, respectively, compared to the reference beam. On the other hand, the contribution of the lathe scraps to the load capacity decreases with decreasing stirrup spacing, since the closely-spaced stirrups bear the shear stresses and render the contribution of the scraps to shear resistance insignificant. The load capacity, deformation ductility index (DDI) and modulus of toughness (MOT) values of the beams were shown to increase with the volumetric fraction of scraps if the stirrups are spaced at about two times the beam depth. For the specimens with a stirrup spacing of about the beam depth, the scraps were found to have no considerable contribution to the load capacity and the deformation capacity beyond the ultimate load. In other words, for lathe scrap contents of 1-3%, the DDI values increased by 5-23% and the MOT values by 63.5-165% with respect to the reference beam with a stirrup spacing of 270 mm. The influence of the lathe scraps to the DDI and MOT values were rather limited and even sometimes negative for the stirrup spacing values of 160 and 200 mm.

• 제어로봇시스템학회:학술대회논문집
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• 제어로봇시스템학회 2000년도 제15차 학술회의논문집
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• pp.113-113
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• 2000

A robust adaptive technique for the longitudinal control of a platoon of automated vehicles is presented. A nonlinear model is used to represent the vehicle dynamics of each vehicle within the platoon. The external disturbance such as wind gust and a disturbance term due to engine transmission variations and so on are considered. The state observer is used to avoid direct measurement of the relative velocity or acceleration between the controlled and leading vehicles or the controlled vehicle's acceleration. It is shown that platoon stability can be recovered in operation even if a speed dependent spacing policy is adopted, which incorporates a constant time headway in addition to the constant distance. The simulation results demonstrate excellent tracking even in the presence of disturbances.

• 대한전기학회논문지:시스템및제어부문D
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• 제50권1호
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• pp.31-37
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• 2001

A robust adaptive technique for the longitudinal control of a platoon of automated vehicles is presented. A nonlinear model is used to represent the dynamics of each vehicle within the platoon. The external disturbances such as wind gust and a disturbance term due to engine transmission variations and so on are considered. The state observer is used to avoid direct measurement of the relative velocity or acceleration between the controlled and leading vehicles or the controlled vehicles's acceleration. The proposed controller guarantees to recover platoon stability in operation even if a speed dependent spacing policy is adopted, which incorporates a constant time headway in addition to the constant distance. It is shown that the proposed observer is exponentially stable, and the at the robust adaptive controller is stable. The simulation results demonstrate excellent tracking even in the presence of disturbances.

• 지구물리와물리탐사
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• 제23권4호
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• pp.223-229
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• 2020

소형 루프 전자탐사법은 효과적인 물리탐사법으로 다양한 목적으로 천부 조사에 널리 사용되고 있다. 소형 루프 전자탐사에서는 기하학적 수직탐사와 주파수 수직탐사가 적용되고 있으나, 주파수 수직탐사의 경우 그 유효성 대하여 논란이 지속되고 있다. 이 연구에서는 소형 루프 전자탐사에 대한 1차원 모델링을 통하여 기하학적 수직탐사와 주파수 수직탐사의 유효성을 검증하고자 하였다. 수치 실험 결과 기하학적 수직탐사는 효과적으로 지하의 심도에 따른 지하의 정보 해석이 가능한 것으로 나타났다. 반면 주파수 수직탐사는 송수신 간격이 비교적 클 경우, 즉 유도상수가 크다는 조건을 만족해야만 유효한 해석이 가능하며, 그렇지 못할 경우 하부 지층의 정보해석이 불가능한 것으로 나타났다.

• International Journal of Concrete Structures and Materials
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• 제19권1E호
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• pp.41-48
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• 2007

Addition of latex to concrete is known to increase its durability and permeability. The purpose of this study is to analyze air void systems in latex-modified concretes using a reasonable and objective method of image analysis with such experimental variables as water-cement (w/c) ratios, latex contents (0%, 15%) and cement types (ordinary portland cement (OPC), high-early strength (HES) cement and very-early strength (VES) cement). The results are analyzed by spacing factor, air volume (content) after hardening, air void distribution and structure. Additionally, air void systems and permeability of latex-modified concrete (LMC) are compared by a correlation analysis. The results are as follows. The LMC of the same w/c ratio showed better air entraining (AE) effect than OPC with AE water reducer. The VES-LMC showed that the quantity of entrained air below $100{\mu}m$ increased more than four times. For the case of HES-LMC, microscopic entrained air between the range of 50 to $500{\mu}m$ increased greater than 7 times even in the absence of anti-foamer. Although spacing factor was measured rather low, the permeability of latex-modified concrete was good. It is construed that air void system does not have a considerable effect on the property of latex-modified concrete, but latex film (membrane) has a definite influence on the durability of LMC.