• 제목/요약/키워드: line slope

검색결과 557건 처리시간 0.028초

메탈핼라이드 램프와 LED램프 수명특성 분석연구 (The characteristics research of lifetime for metal-halide and led lamp)

  • 이세현;신상욱;노재엽;권기태;최석준;이정근;서정진;이규승;황명근
    • 한국조명전기설비학회:학술대회논문집
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    • 한국조명전기설비학회 2009년도 추계학술대회 논문집
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    • pp.85-88
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    • 2009
  • In this paper, We has been studied the lifetime degradation of LED lighting system compared to MH lighting. Especially the effect of temperature level on the lifetime degradation has been investigated. The results show that temperature plays a role in the lifetime degradation and slope of degradation line represent as temperature level differently. However, It is possible to estimate the lifetime of LED lighting system using equation induced the slope of degradation line.

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송전선로 건설공사 연삭 삭도공법 개발 (Development of a Transport Method to use Continuous Cableway System for Transmission Line Construction Work)

  • 백승도;민병욱;김상덕;최진성;김도화
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 2005년도 제36회 하계학술대회 논문집 A
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    • pp.679-681
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    • 2005
  • The materials for transmission line construction were transported by road which opened in mountainous areas until the mid 1990s, However, from the mid 1990s, as social interest in the environment standard increases, a cable way and helicopter transport methods of construction have been applied to minimize damage to the environment and to build an environmental friendly system. The current cable way method is a single cable way system which has a lower section base to load materials into a carriage and carry them to the tower construction site by use of an engine and a main rope. Then the carriage lowers itself via a slope between the tower construction site and the lower section base. The single cable way system has the demerits of site acquisition for the lower section base, forest felling when installing the wire rope, and it is not applicable to a even topology Also it has to be installed separately at each tower site. Accordingly, to carry materials without forest felling and regardless of slope, the chain cable way system was developed to provide materials for more than two towers consecutively by use of an engine carriage and winch.

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일정하중 및 일정$C_t$에서 로터강의 크리프 균열전파특성 (Creep Crack Growth Properties of Rotor Steel under Constant Load and $C_t$ Condition)

  • 정순억;이헌식;김영대
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2001년도 춘계학술대회논문집A
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    • pp.501-506
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    • 2001
  • The creep crack growth properties in 3.5NiCrMoV steel were investigated at $550^{\circ}C$ by using CT specimen under constant $C_t$ condition that was held during crack growth of 1mm distance. $C_t$ lely on load line displacement rate and $C^*$ usually increase with crack length though load is reduced in order to maintain constant $C_t$ value as crack growth. Fully coalesced area(FCA) ahead of crack tip tend to increase as $C_t$ increase to the critical value, and after that value FCA decrease. For the tertiary creep stage of crack growth test, the most of displacement is due to the steady state creep, except only small part due to the primary creep and other effects. Therefore, tests were mainly interrupted in the tertiary stage to obtain high value of $C_t$. At constant load and $C_t$ region, crack growth slope was 0.900 and 0.844 each, on the other hand $C^*$ slope was 0.480.

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일정하중 및 일정Ct에서 로터강의 크리프 귤열전파 특성 (Creep Crack Propagation Properties of Rotor Steel under Constant Load and Constant Ct Condition)

  • 정순억
    • 한국정밀공학회지
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    • 제18권5호
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    • pp.105-111
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    • 2001
  • The creep crack growth properties in 3.3NiCrMoV steel were investigated at 55$0^{\circ}C$ by using CT specimen under constant load and constant Ct condition that was held during crack growth of Imm distance. Ct lelied on load line displacement rate, C*usually increased with crack length though load is reduced in order to maintain constant Ct value as crack growth and appeared scatter band. At constant load and Ct region, crack growth slope was 0.900 and 0.844 each, on the other hand C* slope was 0.480. Fully coalesced area(FCA) ahead of crack tip increased as Ct increase to the critical value, and after that value FCA decreased. For the tertiary creep stage of crack growth test, the most of displacement was due to the steady state creep, except only small part due to the primary creep and other effects. Therefore, tests were mainly interrupted in the tertiary stage to obtain high value of Ct.

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고분자전해질형 연료전지에서 산소극을 위한 백금-크롬-니켈 합금촉매의 전극특성 (Electrode Performance of Pt-Cr-Ni Alloy Catalysts for Oxygen Electrode in Polymer Electrolyte Fuel Cell)

  • 심중표;이홍기
    • 한국재료학회지
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    • 제10권12호
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    • pp.831-837
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    • 2000
  • 고분자전해질형 연료전지에서 촉매의 활성을 증가시키기 위하여 기존에 사용되고 있는 백금과 전이금속인 chromium, nickel과의 합금을 제조하였다. XRD를 이용하여 합금의 구조가 $33^{\circ}$에서 superlattice line을 가지고 있는 것으로 보아 face centered cubic 구조를 가진 ordered alloy로 이루어졌다는 것을 알 수 있었다. 열처리 온도가 증가할수록 합금의 입자 크기는 증가하였으며, 결정 격자 상수는 감소하였다. 전지성능테스트, cyclic voltammogram 등을 통하여 mass activity, specific activity, Tafel slope, 개회로 전압을 측정한 결과, 합금촉매의 활성이 순수한 백금촉매보다 크게 향상되었음을 알 수 있었다.

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Design of geocell reinforcement for supporting embankments on soft ground

  • Latha, G. Madhavi
    • Geomechanics and Engineering
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    • 제3권2호
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    • pp.117-130
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    • 2011
  • The methods of design available for geocell-supported embankments are very few. Two of the earlier methods are considered in this paper and a third method is proposed and compared with them. In the first method called slip line method, plastic bearing failure of the soil was assumed and the additional resistance due to geocell layer is calculated using a non-symmetric slip line field in the soft foundation soil. In the second method based on slope stability analysis, general-purpose slope stability program was used to design the geocell mattress of required strength for embankment. In the third method proposed in this paper, geocell reinforcement is designed based on the plane strain finite element analysis of embankments. The geocell layer is modelled as an equivalent composite layer with modified strength and stiffness values. The strength and dimensions of geocell layer is estimated for the required bearing capacity or permissible deformations. These three design methods are compared through a design example. It is observed that the design method based on finite element simulations is most comprehensive because it addresses the issue of permissible deformations and also gives complete stress, deformation and strain behaviour of the embankment under given loading conditions.

원심모형시험에 의한 사석재의 내부마찰각 추정 (Estimation of Friction Angle of Rubble Mound by Centrifuge Model Tests)

  • 유남재;박병수;정길수;이종호
    • 산업기술연구
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    • 제22권A호
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    • pp.153-159
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    • 2002
  • This paper is an experimental work of estimating friction angle of very coarse grained soil such as rubble mound by performing laboratory experiments. Two crushed rocks of rubble mound were used for tests. Triaxial compression tests with drained conditions were performed to measure friction angles of soils prepared by mixing the crushed soil having an identical coefficient of uniformity with different maximum grain size distribution. Centrifuge model experiments with those soils were also performed to measure angle of repose and to estimate friction angle of soil from measuring the slope of slip line in the active stress state. Model tests were carried out by changing the G-levels of 1G and 50G. From triaxial compression tests, the measured value of friction angle of soil is in the range of $41{\sim}57^{\circ}$. The measured value of repose angle is in the range of $32{\sim}35^{\circ}$. The values of friction angle are found not so sensitive to the maximum grain size of soil as long as the coefficient of uniformity is identical. Estimated value of friction angle from measuring the slope of slip line in the active stress state is in the range of $30{\sim}46^{\circ}$. Thus, the estimated angle of friction are found to be greater in the order of the measured angle of repose, the estimated value from the slope of active state, and triaxial compression test results. On the other hand, the measured values of friction angle from triaxial tests were compared with empirical equations, based on the relation between friction angle and void ratio. Equations proposed by Helenelund(l966) and Hansen(1967) found to be relatively reliable to estimate friction angles of soil.

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댐 침투수 탐지를 위한 멀티 채널 온도 모니터링 연구 (A Study on multi-channel temperature monitoring for the detection of leakage or seepage in dam body)

  • 오석훈;김중열;박한규;김형수;김유성
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2005년도 춘계 학술발표회 논문집
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    • pp.1211-1218
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    • 2005
  • Temperature variation according to space and time on the inner parts of engineering constructions(e.g.: dam, slope) can be a basic information for diagnosing their safety problem. In general, as constructions become superannuated, structural deformation(e.g.: cracks, defects) could be occurred by various factors. Seepage or leakage of water through these cracks or defects in old dams will directly cause temperature anomaly. Groundwater level also can be easily observed by abrupt change of temperature on the level. This study shows that the position of seepage or leakage in dam body can be detected by multi-channel temperature monitoring using thermal line sensor. For this, diverse temperature monitoring experiments for a leakage physical model were performed in the laboratory. In field application of an old dam, temperature variations for water depth and for inner parts of boreholes located at downstream slope were measured. Temperature monitoring results for a long time at the bottom of downstream slope of the dam showed the possibility that temperature monitoring can provide the synthetic information about flowing path and quantity of seepage of leakage in dam body.

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LED 광원을 이용한 디지털 혀 영상 촬영장치의 기구설계와 개발 (Mechanical Design and Development of a Digital Tongue Imaging System Equipped with LEDs)

  • 남동현;김지혜;이상석
    • 대한한의진단학회지
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    • 제16권3호
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    • pp.41-48
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    • 2012
  • Objectives: The aims of this study are to design a optimized mechanical structure of digital tongue imaging system (DTIS) equipped with LEDs in aspects of object distance and camera angle of coverage. Methods and Results: We tried to find optimized object distance while recording a rectangular object of common tongue size. In case object distance is 22 cm or less, edge of the rectangle was not taken beyond the shooting range. In contrast, if object distance is 40 cm or more, the rectangle image was too small. Therefore when considering the variation of subjects, we selected distance of 35-40 cm as appropriate object distance for the DTIS. We also tried to find optimized angle between camera view axis and horizontal line. We photographed from the side of the face of 7 adults with exposed tongue. We drew an exposed tongue lines to connect the tongue tip points and the tongue root points by using the photos acquired from the side faces. And then we calculated the tongue exposure angles between the vertical line and the exposed tongue lines. Mean tongue exposure angle was $28.3^{\circ}$ when tongue was lightly exposed and $13.3^{\circ}$ when maximally. So we determined $73^{\circ}$ as appropriate slope angle of part in contact with face of the DTIS and by considering that the standard variation was great, we designed control gears to adjust the slope of the camera view axis and to regulate the object distance. Conclusions: We designed a optimized mechanical structure in object distance and slope angle of part in contact with face of the DTIS.

에지 화소들의 직선 정보를 이용한 허프변환 (Hough Transform Using Straight Line Information of Edge Pixels)

  • 김진태;오정수
    • 한국정보통신학회:학술대회논문집
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    • 한국정보통신학회 2017년도 추계학술대회
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    • pp.674-677
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    • 2017
  • 허프변환은 에지 화소를 대상으로 직선을 검출하는 가장 대표적인 알고리즘이다. 허프변환은 단순한 직선 영상에서는 우수한 성능을 보이나 잡음이 있거나 복잡한 영상에서는 상당한 계산량을 요구하고 쉽게 의사직선을 검출하는 문제를 갖고 있다. 본 논문은 기존 허프변환의 문제를 개선하기 위한 직선 검출 알고리즘을 제안한다. 제안된 알고리즘은 허프변환을 수행하기 전에 주성분 분석을 이용해 에지 화소의 직선 정보를 검출한다. 에지 화소의 직선 정보를 근거로 유효 에지 화소에서 제한된 기울기 영역의 허프변환을 수행한다. 모의실험 결과들은 제안된 알고리즘이 계산량을 크게 줄이는 것은 물론 의사직선도 제거하는 것을 보여주고 있다.

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