• 제목/요약/키워드: depth of cut

검색결과 733건 처리시간 0.028초

球狀黑鉛鑄鐵의 基地組織이 切削性에 미치는 影響 I (The Effect of Matric of Nodular Graphite Cast Iron on Machinability in Lathe Turning)

  • 성환태;안상욱
    • 대한기계학회논문집
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    • 제11권1호
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    • pp.74-81
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    • 1987
  • 본 논문에서는 구상흑연주철을 어니일링하여 퍼라이트기지와 페라이트기지의 양을 조정하므로서 절삭성이 어느 정도 향상되는가를 실험검토하였다. 제일보에서는 퍼라이트기지가 페라이트기지로 변화할 때에 절삭비, 전단각 및 절삭저항에 어떠한 영 향을 주는가를 검토하였고, 본보에서는 기지조직의 변화가 전단응력 및 절삭에너지에 미치는 영향을 검토하였으며 각조직에 대한 절삭방정식과 절삭정수를 결정하였다.

저심도 철도 건설을 위한 트렌치 쉴드 장비 개발연구 (Development of a trench shield machine for the near-surface railway construction)

  • 이소오;사공명;김상환
    • 한국터널지하공간학회 논문집
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    • 제17권2호
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    • pp.175-187
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    • 2015
  • 본 논문은 저심도 철도 건설을 위해 사용될 트렌치 쉴드 장비의 설계에 대한 내용을 다루고 있다. 저심도 철도는 도로 아래의 5~7 m에 설치되며 개착 공법으로 시공을 하게 된다. 개착 공법으로는 주로 가시설을 이용한 공법이 많이 이용하고 있는데, 현 기술 수준으로 가시설을 이용한 공법의 한계점으로 높은 시공비와 시공 기간을 들 수 있다. 이러한 단점을 극복하기 위한 트렌치 쉴드 장비의 개발이 진행되고 있다. 트렌치 쉴드 장비는 주변 토압을 지지하는 토류판과 하단부의 굴착기로 구성되어 있는데, 토류판이 가시설의 역할을 대신하며 전면 하단에 굴착기가 부착되어 굴착시간을 단축 시켜준다. 또한 굴착 후 바로 세그먼트를 삽입을 하기 때문에 시공시간을 상당히 절약할 수 있다. 본 논문에서는 트렌치 쉴드 장비의 주요 기능을 담당하는 굴착기의 비트 설계 및 요구되는 모터 동력의 산정에 대한 연구 내용을 서술하였다.

정밀 선삭 가공 과정의 절삭력 예측모델 (Cutting Force Prediction in Single Point Diamond Turning)

  • 윤영식
    • 대한기계학회논문집
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    • 제17권6호
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    • pp.1456-1464
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    • 1993
  • 본 논문에서는 다이아몬드 공구를 사용한 절삭과정에 대하여 절삭력 관계식을 제안하고, 이를 실제 천연 다이아몬드 공구를 이용하여 알루미늄 합금을 절삭하는 실험해석을 통하여 절삭력을 예측하는 모델을 세우고자 한다.

A SHEAR BOND STRENGTH OF RESIN CEMENT BONDED TO HUMAN UNCUT ENAMEL, CUT ENAMEL, AND DENTIN IN VITRO

  • Lee Jong-Yeop
    • 대한치과보철학회지
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    • 제41권3호
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    • pp.319-324
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    • 2003
  • Statement of problem. Adhesives in dentistry playa major role in the success of restorative treatments. In the treatment of all ceramic restoration it is needed to find the adequate bond strength between enamel and dentin. Purpose. The purpose of this study was to evaluate shear bond strength of resin cement bonded to extracted human uncut enamel, cut enamel, and dentin in vitro. Material and methods. Ten freshly extracted anterior teeth without any previous restorative treatments were chosen. The extracted teeth were embedded in PMMA cold acrylic in the shape of a cylinder, 25 mm in diameter by 25 mm in height. The bonding system used was as follow: Uni-Etch (32% phosphoric acid), One-Step adhesive, Duolink resin cement. The specimens were acid etched and rinsed with water. Two layers of One-Step adhesive were coated with a disposable brush on the uncut enamel. VIP curing light at $500mV/cm^2$ was used to cure the adhesive. For cut enamel shear bond test, the specimen used for uncut enamel was further reduced approximately $0.3{\sim}0.5mm$ using a laminate preparation diamond bur (0.3 mm in depth). The specimens were subsequently treated with 320-grit SiC paper followed by 600-grit SiC paper and cleaned with distilled water. The bonding procedure on the cut enamel was same as uncut enamel bonding procedure. For dentin bonding test, the specimen used for cut enamel was further reduced approximately $0.5mm{\sim}1.0mm$ using a laminate preparation diamond bur (0.5 mm in depth of diamond cutting). The amount of reduction was evaluated with the silicone mold. The specimens were subsequently treated with 320-grit SiC paper followed by 600-grit silicon carbon paper and cleaned in distilled water. The bonding procedure on the dentin was same as uncut enamel bonding procedure. All samples were mounted and secured on the Ultradent shear bond test sample holder, and Ultradent restricted shear bond testing device was used with Universal Instron machine until fracture. Analysis of variance (ANOVA) test was performed comparing the result at P<0.05. Multiple comparison (Tukey) was used to compare each groups. Result. The result showed that the mean value in shear bond strength of resin cement bonded to uncut enamel, cut enamel and dentin were 27.04 Mpa, 30.25 Mpa and 26.39 Mpa with respect. Conclusion. Within the limitation of this study, the mean value of the shear bond strength of cut enamel was higher than those of uncut enamel or dentin. However there existed no statistical differences between three different human dentition substrates due to increased adhesive characteristics.

Real-Time 2D-to-3D Conversion for 3DTV using Time-Coherent Depth-Map Generation Method

  • Nam, Seung-Woo;Kim, Hye-Sun;Ban, Yun-Ji;Chien, Sung-Il
    • International Journal of Contents
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    • 제10권3호
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    • pp.9-16
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    • 2014
  • Depth-image-based rendering is generally used in real-time 2D-to-3D conversion for 3DTV. However, inaccurate depth maps cause flickering issues between image frames in a video sequence, resulting in eye fatigue while viewing 3DTV. To resolve this flickering issue, we propose a new 2D-to-3D conversion scheme based on fast and robust depth-map generation from a 2D video sequence. The proposed depth-map generation algorithm divides an input video sequence into several cuts using a color histogram. The initial depth of each cut is assigned based on a hypothesized depth-gradient model. The initial depth map of the current frame is refined using color and motion information. Thereafter, the depth map of the next frame is updated using the difference image to reduce depth flickering. The experimental results confirm that the proposed scheme performs real-time 2D-to-3D conversions effectively and reduces human eye fatigue.

고출력 CW Nd:YAG 레이저를 이용한 CSP 1N 박판재 절단시 공정변수의 절단표면특성에 미치는 영향 (Influence of Process Parameters on Characteristics of the Cut Surface for the Case of Cutting of CSP IN Sheet Using High Power CW Nd:YAG Laser)

  • 안동규;김민수;이상훈;유영태;박형준
    • 한국공작기계학회:학술대회논문집
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    • 한국공작기계학회 2004년도 추계학술대회 논문집
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    • pp.286-291
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    • 2004
  • The objective of this research work is to investigate the influence of process parameters, such as power of laser, travel speed of laser and material thickness, on roughness and striation of the cut surface for the case of cutting of CSP 1N sheet using high power Nd:YAG laser with continuous wave(CW). In order to find the practical cutting region and the relationship between process parameters on the roughness and the striation, several laser cutting experiments are carried out. From the results of experiments, the allowable cutting region and an optimal cutting speed for each cutting condition have been obtained to improve the quality of the cut surface. In addition, it has been shown that the surface roughness is related to the number of striation and depth of valley of the cut surface.

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토양의 제자리 반전을 위한 몰드보드 플라우의 개발 (Development of a Moldboard Plow to Invert Furrow Slice at the Same Position)

  • 이규승;박원엽;권병기
    • Journal of Biosystems Engineering
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    • 제29권1호
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    • pp.9-20
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    • 2004
  • On the basis of design theory of soil inversion, two types of moldboard plow with secondary soil mover was designed and constructed to invert furrow slice at same position with furrow bottom. A series of soil bin experiment was carried to investigate the performance of prototypes. First prototype of new concept plow showed two kinds of problems during the preliminary experiment. For the plowing depth of 6cut the prototype did not invert the furrow slice, instead it just cut furrow bottom and the furrow slice returned to the original position. For the plowing depth of 8cm, there was soil clogging problem at the rear part of plow. From the above results it was concluded that the first prototype can not be used for the inversion of furrow slice at same position with furrow bottom. Second prototype could invert furrow slice at the same position with furrow bottom, but the performance was affected by soil moisture content soil hardness and plowing speed very much. For the higher soil moisture content, for the higher soil hardness and higher plowing speed, the prototype showed higher soil inversion performance. For the second prototype the inversion ratio was almost 100%, inversion angle was in the range of 90 to 100 degree and side displacement was less than 4 cm. But the furrow slice was not continuous, it was cut in the length of 30 to 40 cm. The reason why the furrow slice was cut in that length is blamed for the design of moldboard surface. The specific draft of prototype was in the range of 37.24 kN/㎡ to 42.14 kN/㎡ this value is a little higher than that of the conventional plow, or from 30.38 kN/㎡ to 33.32 kN/㎡. But the difference was not so big. The inversion performance of the second prototype for the field experiment was much better than that of soil bin experiment due to the better soil and operational conditions. Sticky and compacted soil conditions, and higher plowing speed was suitable for the plowing operation of the second prototype

Hydrogen Ion Implantation Mechanism in GaAs-on-insulator Wafer Formation by Ion-cut Process

  • Woo, Hyung-Joo;Choi, Han-Woo;Kim, Joon-Kon
    • JSTS:Journal of Semiconductor Technology and Science
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    • 제6권2호
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    • pp.95-100
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    • 2006
  • The GaAs-on-insulator (GOI) wafer fabrication technique has been developed by using ion-cut process, based on hydrogen ion implantation and wafer direct bonding techniques. The hydrogen ion implantation condition for the ion-cut process in GaAs and the associated implantation mechanism have been investigated in this paper. Depth distribution of hydrogen atoms and the corresponding lattice disorder in (100) GaAs wafers produced by 40 keV hydrogen ion implantation were studied by SIMS and RBS/channeling analysis, respectively. In addition, the formation of platelets in the as-implanted GaAs and their microscopic evolution with annealing in the damaged layer was also studied by cross-sectional TEM analysis. The influence of the ion fluence, the implantation temperature and subsequent annealing on blistering and/or flaking was studied, and the optimum conditions for achieving blistering/splitting only after post-implantation annealing were determined. It was found that the new optimum implant temperature window for the GaAs ion-cut lie in $120{\sim}160^{\circ}C$, which is markedly lower than the previously reported window probably due to the inaccuracy in temperature measurement in most of the other implanters.

대규모 절개사면에 설치된 억지말뚝의 거동 (The Behavior of Stabilizing Piles installed in a Large-Scale Cut Slope)

  • 송영석;홍원표
    • 지질공학
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    • 제19권2호
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    • pp.191-203
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    • 2009
  • 본 연구에서는 대규모 절개사면에서 억지말뚝의 효과를 확인하고, 사면과 억지말뚝의 거동을 조사하였다. 먼저, 사면의 절토공사시 경사계를 이용하여 사면지반의 거동을 조사하였다. 계측결과 사면지반의 수평변위는 점차적으로 증가하고, 사면활동면의 발생위치에서 급격히 감소하는 것으로 나타났다. 이를 통하여 사면활동깊이의 예측이 가능하였다. 사면활동면의 예측을 통하여 억지말뚝의 설계와 시공이 수행되었다. 그리고 억지말뚝으로 보강된 절개사면에 대하여 각종 계측시스템을 적용하여 억지말뚝의 거동을 조사하였다. 계측결과 억지말뚝의 수평변위는 켄틸레버보의 변형형상과 유사하게 발생되었으며, 말뚝두부의 철근콘크리트보의 설치로 인하여 두부의 수평변위 억제효과를 확인할 수 있다. 억지말뚝의 최대휨응력이 발생되는 깊이는 대상지반의 상부토사층이 존재하는 깊이와 유사한 것으로 나타났다. 또한, 쏘일네일링 시공을 위한 억지말뚝 전면부 사면굴착시 억지말뚝의 수평변위가 증가함을 알 수 있다. 본 연구를 통하여 대규모 절개사면에 대하여 억지말뚝의 적용성 및 효과를 확인할 수 있다.

울산지역 제3기 정자분지의 도로사면 지반특성 (Geotechnical Characteristics of Cut Slope in Tertiary Jungja Bain, Ulsan area)

  • 김승현;구호본;이정엽;이종현;박성규;김관영
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2005년도 춘계 학술발표회 논문집
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    • pp.107-112
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    • 2005
  • Road is built continuously along with development of industry and cut slope is happened necessarily in road construction. Geoengineers are executing cut slope stability analysis considering various cut slope condition such as topography, geology, hydraulic condition and so on. The Tertiary Jungja Basin is located in the southeastern coastal area of the Korea Peninsula. Jungja Basin area is created by geotectonic movement of the plate after Early Miocene epoch. The northwestern and southwestern boundary of the basin is fault zone. The Basement rock is hornfels (Ulsan Formation). Basin-fills consist of extrusive volcanic rock(Tangsa Andesites), unconsolidated fluviatile conglomerate(Kangdong Formation) and shallow brackish-water sandstone(Sinhyun Formation). The characteristics of cut slopes in this area is different with cut slopes in the other site. Soil layers in this area is unconsolidated sediments and is not formed the weathering and erosion of the rock. So, the depth of soil layer is very thick. Faults of this area are northwest-southeast and northeast-southwest direction. Expandible clay mineral as smectite, chlorite et al. detected from fault gouge using XRD. Therefore, Jungja Basin area must consider the characteristics of the faults and soil layers thickness necessarily cut slopes stability analysis.

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