• 제목/요약/키워드: Depth & Width

검색결과 1,641건 처리시간 0.029초

그루브형상을 고려한 빗살무늬저널베어링의 유한요소해석 (An Analysis of Herringbone Groove Journal Bearing Considering Groove Shape)

  • 신동우;임윤철
    • Tribology and Lubricants
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    • 제16권6호
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    • pp.425-431
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    • 2000
  • Herringbone groove journal bearing (HGJB) is developed to improve the static and dynamic performances of hydrodynamic journal bearing. Conventional studies on HGJB were based on the Narrow Groove theory assuming that the number of grooves approaches infinity. In this study, an oil lubricated HGJB is analyzed using Finite Element Method. Load carrying capacity, attitude angle, stiffness and damping coefficients are obtained numerically for various bearing configurations especially for the inclined width ratio and asymmetric ratio and compared with the results obtained using Finite Volume Method. The bearing load and stability characteristics are dependent on geometric parameters such as inclined width ratio, asymmetric ratio, groove depth ratio, groove width ratio, and groove angle.

Tests of concrete slabs reinforced with CFRP prestressed prisms

  • Liang, Jiongfeng;Yu, Deng;Yang, Zeping;Chai, Xinjun
    • Computers and Concrete
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    • 제18권3호
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    • pp.355-366
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    • 2016
  • This paper reports the testing of concrete slabs reinforced with CFRP prestressed concrete prisms(PCP) on the flexural behavior. Four concrete slabs were tested, a reference slab reinforced with steel bars, and three slabs reinforced with CFRP prestressed concrete prisms (PCP). All slabs were made with dimensions of 600mm in width, 2200mm in length and 150 in depth. All concrete slabs reinforced with CFRP prestressed concrete prisms(PCP) exhibited CFRP bar rupture failure mode. It was shown that the application of the CFRP prestressed prisms can limit service load deflections and crack width, the increased level of prestress in the CFRP prestressed prism positively affected the maximum crack width. The deflection of concrete slabs reinforced with CFRP prestressed prisms decreased as prestress in the CFRP prestressed prism increased.

고장력 강판의 CNC Plasma 절단시 절단면에 관한 연구 (A Study on the Cutting Surfaces in CNC Plasma Cutting of high tensile steel plate)

  • 김인철;김성일
    • 한국공작기계학회:학술대회논문집
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    • 한국공작기계학회 2003년도 춘계학술대회 논문집
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    • pp.149-154
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    • 2003
  • The cutting tests of high tensile steel plate(AH36) were carried out using CNC plasma arc cutting machine. Both top and bottom width of kerf and the surface roughness(Ra, Rmax) of cut surface are measured under various cutting conditions such as cutting speed, steel plate thickness, etc. In the CNC plasma arc cutting, the surface roughness decreases as cutting speed increases. The hardness is high up to 4mm depth from the cutting surface. In the cutting speed 1300~2100mm/min, the ratio of proper kerf width(Wt/Wb) is around 2.6. Through the series the series of experiments, the satisfactory cutting conditions of high tensile steel plate were found.

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Shear Layer and Wave Structure Over Partially Spanning Cavities

  • Das, Rajarshi;Kim, Heuy Dong;Kurian, Job
    • 한국가시화정보학회지
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    • 제11권2호
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    • pp.46-54
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    • 2013
  • Study of the wave structure and shear layer in the vicinity of a wall mounted cavity is done by time averaged colour schlieren and time resolved instantaneous shadowgraph technique in an M=1.7 flowfield. Effect of change of cavity width on flow structure is investigated by using constant length to depth (L/D) ratio cavity models with varying length to width (L/W) ratio of 0.83 to 4. The time averaged shock wave structure was observed to change with change in cavity width. Dependence of the shock angle at the leading edge on the shear layer width is also evident from the images obtained. Unsteadiness in the flow field in terms of shear layer dynamics and quasi steady nature of shock waves was evident from the images obtained during instantaneous shadowgraph experiments. Apart from the leading and trailing edge shocks, several other waves and flow features were observed. These flow features and the associated physical phenomena are discussed in details and presented in the paper.

Comparison of morphological characteristics of the river puffer, Takifugu obscurus, the tiger puffer, T. rubripes, their hybrids, and their triploid hybrids

  • Park, In-Seok;Oh, Ji Su
    • 환경생물
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    • 제39권1호
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    • pp.6-15
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    • 2021
  • Various biometric and geometric measures were used to discriminate between the morphologically similar river puffer, Takifugu obscurus, tiger puffer, T. rubripes, their hybrids, and their triploid hybrids. The hybrids and triploid hybrids had greater anal fin width, nostril width, and snout length than the parental species (p<0.05). However, they had less caudal peduncle depth, inter-orbital width, head length, and head width(p<0.05). The morphometric and meristic characteristics of the hybrids and triploid hybrids were either intermediate between the parental species or more similar to those of one parental species. However, the external morphology of the hybrids and triploid hybrids was predominantly maternal. The triploid hybrids had asymmetry in the fin rays and gill raker numbers. This study identified phenotypic characteristics by distinguishing the morphological variables of river puffer, tiger puffer, their hybrids, and their triploid hybrids.

균열특성에 따른 콘크리트 구조물의 염분침투에 관한 실험적 연구 (Repid Corrosion Test on Reinforcing Steels in Chloride-Penetrating Concrete Structures with Various Crack Patterns)

  • 이상국;정영수;문홍식;안태송;유환구
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2001년도 봄 학술발표회 논문집
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    • pp.345-350
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    • 2001
  • Reinforced concrete is, in general, known as a high durability material due to a strong alkalinity of cement. Probable concrete cracks could incur steel corrosion of RC structures and then could easily deteriorate the concrete durability, which can be fully secured by a systematic quality control for the construction of concrete structures. For the corrosion protection of reinforcing steels in concrete, however, current design specifications of concrete cover depth do not in-depth consider the effect of the cracks as well as the chloride content of RC structures. Therefore, appropriate provisions for concrete cover depth should be coded by considering the influence of concrete cracks on the corrosion of reinforcing steels. The objective of this research is to investigate pertinent cover depth, which can prohibit rebar corrosion, on the basis of experimental corrosion measurements of reinforcing steels on crack characteristics such as the width, depth and frequency of concrete cracks.

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전단경간비가 다른 철근콘크리트 보의 최소전단철근비 예측에 관한 실험적 연구 (An Experimental Study to Predict Minimum Shear Reinforcement Ratio of RC Beams with Various Shear Span-to-Depth Ratios)

  • 김욱연;김상우;이정윤
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2003년도 봄 학술발표회 논문집
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    • pp.890-895
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    • 2003
  • The purpose of this experimental study is to investigate the influence of shear span-to-depth ratio on the minimum shear reinforcement ratio of reinforced concrete beams. In this study, 7 reinforced concrete beam specimens were tested. The parameters of experiment are shear span-to-depth ratio(a/d=2.0, 3.0, 4.0) and shear reinforcement ratio($p_v$=0%, 0.183%, and 0.233%). The section of all secimens was 350mm width and 450mm depth. The observed results were compared with the calculated results by the current ACI 318-02 Building Code and the proposed equation. The safety rate of the specimens, L5S2A, L5S3A, L5S4A, and L5S4P specimens were 1.80, 1.25, 1.38, and 1.56 respectively. The test results indicated that the shear behavior of reinforced concrete beams with the minimum shear reinforcement was influenced by the shear span-to-depth ratio.

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치아돌출이 부착치은 폭경에 미치는 영향 (The Effect of Dental Protrusion on the Width of Attached Gingiva)

  • 황현식;김종철;김정문
    • 대한치과교정학회지
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    • 제28권1호
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    • pp.135-142
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    • 1998
  • 치아돌출정도가 부착치은 폭경에 미치는 영향을 살펴보기 위하여 치주상태가 양호한 성인 중 하악 전치부에 다소의 총생이 있는 37명을 대상으로 하악의 인상채득 후 석고모형을 제작한 다음 각 하악 절치의 상대적 및 절대적 돌출정도를 측정하고 임상치관 고경, 치주낭 깊이, 각화 및 부착치은 폭경과 비교 분석하여 다음과 같은 결론을 얻었다. 1. 비돌출측에 비하여 돌출측의 각화치은 및 부착치은 폭경이 작게 나타났다. 2. 돌출측의 임상치관 고경은 비돌출측보다 유의하게 크게 나타났으나 치주낭 깊이는 돌출측과 비돌출측간의 유의한 차이를 보이지 않았다. 3. 돌출측과 비돌출측간의 부착치은 폭경차이는 중절치보다 측절치에서 더욱 뚜렷이 나타났다. 4. 절대적 돌출도보다 상대적 돌출도가 부착치은 폭경과 더 높은 상관관계를 나타내었다. 5. 돌출도보다 임상치관고경이 부착치은 폭경과 더 높은 상관관계를 나타내었다.

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한글꼴의 속공간 넓이가 가독성에 미치는 영향: 외부 속공간을 중심으로 (The Effect on Legibility of the Inner Space Width of Hangeul Characters: Focusing on the Outer Space Width)

  • 전은선;김성계
    • 한국콘텐츠학회논문지
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    • 제22권7호
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    • pp.498-510
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    • 2022
  • 한글은 창제된 이후 다양한 글꼴과 만나면서 아름답고 풍부한 미감을 형성해 왔고, 문자의 형태가 주는 심리적인 기제는 정보 전달에 중요한 요인이 된다. 이에 글꼴을 형성하는 여러 요인 중에 속공간을 조사하면서 "속공간 넓이"라는 새로운 한글 글꼴 용어의 개념을 개발하고, 이를 적용한 글꼴의 변화가 가독성에 미치는 영향에 대하여 분석하였다. [실험1] 본문 중에서 한글꼴의 외부 속공간 넓이가 가독성에 어떤 영향을 미치는가에 대한 실증적 분석을 시도했다. 문단을 이루는 요인중 글자 크기, 글자의 장평, 글줄 사이, 글자 사이, 글자 모양에 의한 외부 속공간 넓이는 윤명조 110~160으로 구성되었고, 윤명조110의 속공간 넓이가 26.83%로 가장 넓게 나타났다. 이는 외부 속공간 넓이가 넓으면 가볍고, 밝고, 후퇴하는 느낌으로 나타나고 여백과 혼합되어 전체적으로 "밝은 회색 톤"을 형성하는 요인으로 작용했다. 외부 속공간 넓이가 좁으면 무겁고, 어둡고, 진출하는 느낌으로 나타나고 여백을 압도하여 전체적으로 '어두운 덩어리'를 형성하는 요인으로 작용했다. [실험2] 속공간을 구성하는 요인과 평가 지표를 도출하기 위하여 전문가 심층 인터뷰를 실시하였다. 이에 속공간 넓이는 선호도와 피로도에 영향을 주며, 이해도와 속도에 연관이 되는 복합적인 요소라고 평가했다. 본 연구는 한글꼴의 속공간에 대한 기존 연구가 부재한 현실에서 "속공간 넓이"의 개념을 이용한 가독성에 미치는 영향을 실증적으로 검토하였고, 향후 글꼴 개발에 적극적으로 활용되기를 기대한다.

유전알고리즘과 반응표면법을 이용한 LIM 최적설계 (Optimum Design of LIM using Genetic Algorithm, Response Surface Mathod)

  • 전문호;차재걸;김창업
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 2004년도 추계학술대회 논문집 전기기기 및 에너지변환시스템부문
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    • pp.40-42
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    • 2004
  • In this paper the optimum design of LIM is proposed using GA, RSM for maximum thrust force and minimum weight. Four design variables(slot, width, teeth width, slot depth, stack height)are chosen as independent ones. The simulation results using GA and RSM are discussed.

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