• 제목/요약/키워드: m-point

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벼의 생물체(生物體) 강복강도(降伏强度) 및 극한강도(極限强度) (Bioyield Strength and Ultimate Strength of Rough Rice)

  • 김만수;김성래;박종민;명병수
    • Journal of Biosystems Engineering
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    • 제15권2호
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    • pp.99-109
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    • 1990
  • Rough rice is subjected to a series of static and dynamic forces during mechanical harvesting, handling and processing operations. The mechanical properties such as bioyield point, compressive strength, and deformations at the bioyield point and rupture point are important engineering data needed to develop processing machines and to determine reasonable operating conditions for these machines. The objectives of this study were to determine the mechanical properties of the rough rice kernel at loading rate of 0.664 mm/min and 1.673 mm/min and at various moisture contents, and to examine the effect of the moisture content and the loading rate on these mechanical properties. The follwing results were obtained from the study. 1. Bioyield point, rupture point, bioyield strength and ultimate strength of the rough rice kernel generally decreased in magnitude with an increase in moisture content. A little larger values of these mechanical properties were obtained at the higher loading rate. The rough rice variety and the loading rate affected significantly these mechanical properties at low moisture content, but not at the higher moisture levels. 2. Bioyield point of the sample grains varied from 20 to 80 N, and rupture point varied from 45 to 130N. Bioyield point for Japonica-type rough rice was a little higher than that for Indica-type rough rice, but there were little differnces in rupture point between two types of rough rice. 3. Bioyield strength and ultimate strength of the Japonica-type rough rice varied from 10 MPa. to 39 MPa., and from 13 MPa. to 45 MPa. respectively. Those of the Indica-type rough rice varied from 12 MPa. to 42 MPa., and from 15 MPa. to 53 MPa. respectively. 4. Deformations at bioyield point and rupture point ranged from 0.18 mm/min to 0.26 mm, and from 0.28 mm to 0.53 mm respectively. These deformations decreased with an increase in moisture content up to moisture content of approximately 17% (w.b.) and increased again thereafter. 5. Regression equations were developed to predict these mechanical properties for the rough rice kernel as a function of moisture content.

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A Cloud Point Extraction-Spectrofluorimetric Method for Determination of Thiamine in Urine

  • Tabrizi, Ahad Bavili
    • Bulletin of the Korean Chemical Society
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    • 제27권10호
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    • pp.1604-1608
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    • 2006
  • A simple and efficient cloud point extraction-spectrofluorimetric method for the determination of thiamine in human urine is proposed. The procedure is based on the oxidation of thiamine with ferricyanide to form thiochrome, its extraction to Triton X-114 micelles and spectrofluorimetric determination. The variables affecting oxidation of thiamine, extraction and phase separation were studied and optimized. Under the experimental conditions used, the calibration graphs were linear over the range 2.5-1000 ng $mL^{-1}$. The limit of detection was 0.78 ng $mL^{-1}$ of thiamine and the relative standard deviation for 5 replicate determinations of thiamine at 400 ng $mL^{-1}$ concentration level was 2.42%. Average recoveries between 93-107% were obtained for spiked samples. The proposed method was applied to the determination of thiamine in human urine.

MULTI-POINT BOUNDARY VALUE PROBLEMS FOR ONE-DIMENSIONAL p-LAPLACIAN AT RESONANCE

  • Wang Youyu;Zhang Guosheng;Ge Weigao
    • Journal of applied mathematics & informatics
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    • 제22권1_2호
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    • pp.361-372
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    • 2006
  • In this paper, we consider the multi-point boundary value problems for one-dimensional p-Laplacian at resonance: $({\phi}_p(x'(t)))'=f(t,x(t),x'(t))$, subject to the boundary value conditions: ${\phi}_p(x'(0))={\sum}^{n-2}_{i=1}{\alpha}_i{\phi}_p(x'({\epsilon}i)),\;{\phi}_p(x'(1))={\sum}^{m-2}_{i=1}{\beta}_j{\phi}_p(x'({\eta}_j))$ where ${\phi}_p(s)=/s/^{p-2}s,p>1,\;{\alpha}_i(1,{\le}i{\le}n-2){\in}R,{\beta}_j(1{\le}j{\le}m-2){\in}R,0<{\epsilon}_1<{\epsilon}_2<...<{\epsilon}_{n-2}1,\;0<{\eta}1<{\eta}2<...<{\eta}_{m-2}<1$, By applying the extension of Mawhin's continuation theorem, we prove the existence of at least one solution. Our result is new.

아파트 가격에 영향을 미치는 도로교통소음 제한인자에 관한 연구 (A Study on the Road Traffic Noise Restriction Factors that Affect the Price of Apartment Complexes)

  • 박상일;최형일;정경훈;정상철
    • 한국환경과학회지
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    • 제18권4호
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    • pp.389-400
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    • 2009
  • In this research, we measured the number of lanes, distance, disposition of apartment that are affecting the road traffic noise to evaluate the current condition of G city's road traffic noise. We decide on a basis regarding an apartment price formation factor, and the apartment current price and the results that compared. To have a point scale, we set the maximum road traffic noise at a 8 lane road for 5 points, give 4 points for a 6 lane road, which has a $2.1{\sim}2.5\;dB(A)$ difference compared to a 8 lane road, give 3 points for a 4 lane road, which has a $5.2{\sim}5.5\;dB(A)$ difference compared to a 8 lane road, and set 2 points for a 2 lane road and lower. If we set the standard floor plan as horizontal and a living room facing the roadside, the horizontal and living room facing the opposite side of the road is 1 point because it differs by 14.1 dB(A), and the vertical is 3 points since the difference is 5.3 dB(A). If we make grades by the distance, making standard the fifth floor with little soundproof effect from apartment to road, we observe a measurement below 2.9 dB(A) at a distance of less than 10 m and 5 dB(A), decreased at a distance of 20 m. Therefore, 4 points were given for less than 10m, 3 points for $10{\sim}20\;m$, 2 points for more than 20 m as we can apply the effect of a decay distance of line sound source and the decrease in noise effects of more than 6 dB(A), 1 point for more than 40m, and 0 points for more that 80 m since it is negligible. 28 apartments got 0 points because there is no effect of road traffic noise from other apartments, and 50 apartments where only the road at one side effect them got $5{\sim}10$ points. 4 apartments (17-2, 6-3, 10-4, 3-3) received over 20 points. 15 cases showed a difference between developer price and resale price, and 11 cases (73%) among them showed the same trend (price increases with a low road traffic noise restriction factor point) with the point of road traffic noise restriction factor. 4 cases demonstrated the opposite trend, showing price increases with a high restriction factor point. Among the 4 cases, case numbers 2,6 and 9 appear to be more affected by the location factor (business district) than the road traffic noise restriction factor, and case number 1 appears to be affected by the building factor (openness and direction).

한반도 중부권 지각물질의 구조와 물성연구(2) : 퇴적암류 코아시료의 탄성파 속도와 점재하 강도 비교 (Structure and physical properties of Earth Crust material in the Middle of Korean Peninsula(2) : Comparison between elastic Velocity and point-load of core specimen of sedimentary rocks.)

  • 송무영;황인선
    • 지질공학
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    • 제3권1호
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    • pp.21-37
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    • 1993
  • 석회암, 사암과 셰일의 퇴적암 코아시료를 대상으로 암석의 비중, 공극률, 함수율 등을 구하고 탄성파 전파 속도와 점재하 강도 지수를 측정하였다. 이들 암석물성 사이의 관계로부터 석회암에 대한 밀도와 탄성파 속도의 관계는 $Vp=4085d^2-20747d+303,{\;}V_s=3899d^2-21442d+318$의 다소 곡선 경향을 나타낸다. 또한 밀도가 높은 셰일의 탄성파 속도가 사암에서보다 작으며 이는 셰일의 층리 영향띠문인 것으로 보인다. 석회암, 사암, 셰일의 P파 속도와 S파 소ㄷ도는 대체로 직선 양상을 보여주며 각 관계식은 석회암에서는 $V_s=0.26V_p+1041.6m/sec,{\;}사암은{\;}V_s=0.43V_p+424.2m/sec$, 셰일에서는 r= 0.86으로 나타났다. 석회암에 대한 점재하 강도 시험에 의하면 점재하 강도 이방성을 시료가 다소 호상구조를 보이더라도 뚜렷하지 않았다. $30^{\circ}-60^{\circ}$내외의 변화를 보이는 층리면 경사각은 직경방향과 축방향의 점재하 지수에 큰 영향을 미치지 않은 것으로 생각된다. 점재하 강도 실험결과 점재하강도 지수가 증가하면 P파 속도도 증가하지만 상관관계가 뚜렷하지 않았다.

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광통신용 페룰 가공을 위한 초미세 고기능 동축가공 연삭시스템용 이송계의 특성 평가 (Performance Estimation of Feeding System for developing coaxial grinding system of light communicative ferrule)

  • 안건준;최병옥;이호준;황창기
    • 한국정밀공학회:학술대회논문집
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    • 한국정밀공학회 2005년도 춘계학술대회 논문집
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    • pp.10-14
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    • 2005
  • This report deals with a feeding system of the Coaxal grinding machine, processing optical ferrule. This report also examines the applicability of using the feeding system for the Coaxial grinding machine, by mean of conducting performance estimation. The results are as follow; Repeatability of regulating wheel is $17{\mu}m$, R/W rotation accuracy is between $30\;\~\;40{\mu}m$. This means 'Rotation accuracy' is lower than the concentricity level. Backlash generation level at the feeding system of the grinding wheel is under $1{\mu}m$, thereby positioning accuracy is controlled within $2{\mu}m$ In terms of repeatability, you can find occasional error at the returning process from the starting point. This error is resulted from the measurement tolerance of the starting point sensor. We will get the repeatability level under control by $1{\mu}m$, through improving the soft-ware used and up-grading the sensor at the starting point.

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도심지 빌딩주변 자동차 배가스 분산에 관한 연구 (Numerical Simulation of Air Contaminant Dispersion around Urban City)

  • 유경석;유일광
    • 환경위생공학
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    • 제21권2호
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    • pp.11-19
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    • 2006
  • Ran numerical analysis about simplicity warm current model (simple turbulence model) to examine closely distributed laying stress on NOx of contaminant that happen in downtown that building is massed and result is as following. Downtown building is massed and transfer of vehicles can know that frequent area receives greatly effect of building. Pollution displays class kind phenomenon striking in the building, class kind done pollution that show high density being mixed with pollution that happen in vehicles being flowed in again side know can. Divide velocity vector of pollution and density change to ancient city and did numerical analysis. Because NOx is flowed in diversion of water neighborhood by continuous this kind in Godo 20m point, density showed density of $0.0907mg/m^3s$, and can know that Banryuhyeon that Pollution strikes in the building at ancient city 30m point is decreased and approaches with freedom flowing without cooperation (cavity) phenomenon remarkably. Because pollution strikes in the building at distance shaft 383m point, class kind do phenomenon that know appeared notedly Nopeungeonmulgwanat between building pollution density $0.067mg/m^3$ head of a families high appear.

C++ 템플릿 기반의 Fixed-Point 연산 라이브러리 (C++ Template-based Fixed-Point Arithmetic Library)

  • 황석중;김선욱;민병권
    • 한국정보처리학회:학술대회논문집
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    • 한국정보처리학회 2010년도 춘계학술발표대회
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    • pp.49-52
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    • 2010
  • 디지털 신호처리 알고리즘들은 실제 시스템에 적용할 때 임베디드 시스템 등 하드웨어의 성능과 소비전력 및 비용에 제약이 있을 경우 연산 정밀도가 높은 floating-point 연산 대신 제한된 정밀도와 적은 연산 비용을 요구하는 fixed-point 연산을 사용하여 구현한다. 시스템의 개발단계에서는 적용할 알고리즘을 floating-point 연산을 이용한 코드를 먼저 작성한 후 이를 fixed-point 연산으로 대체하는 과정을 거치게 되는데, 이는 숙련된 개발자와 상당한 양의 개발기간을 요하는 까다로운 작업이다. 이에 본 연구에는 코드작성 편의를 높이고 개발기간을 단축하기 위해 C++ template 기반의 fixed-point 연산 라이브러리를 개발하였다. 이는 floating-point 연산 코드와 fixed-point 연산 코드를 별도로 개발할 필요 없이 하나의 코드를 이용하여 자유로이 연산 정밀도를 지정할 수 있으며 개발자는 기존의 floating-point 연산을 이용하는 코드를 작성하는 것처럼 쉽게 코드를 작성할 수 있도록 한다. 또한, template 기반으로 작성되어 기존의 연구들과 달리 추가적인 작업도구 없이도 범용 C++ 컴파일러가 최적화된 코드를 생성할 수 있도록 되어있는 것이 특징이다.

드론 LiDAR에 기반한 매핑 시스템의 고속도로 건설 현장 적용 사례 (Example of Application of Drone Mapping System based on LiDAR to Highway Construction Site)

  • 신승민;권오성;반창우
    • 한국산업융합학회 논문집
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    • 제26권6_3호
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    • pp.1325-1332
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    • 2023
  • Recently, much research is being conducted based on point cloud data for the growth of innovations such as construction automation in the transportation field and virtual national space. This data is often measured through remote control in terrain that is difficult for humans to access using devices such as UAVs and UGVs. Drones, one of the UAVs, are mainly used to acquire point cloud data, but photogrammetry using a vision camera, which takes a lot of time to create a point cloud map, is difficult to apply in construction sites where the terrain changes periodically and surveying is difficult. In this paper, we developed a point cloud mapping system by adopting non-repetitive scanning LiDAR and attempted to confirm improvements through field application. For accuracy analysis, a point cloud map was created through a 2 minute 40 second flight and about 30 seconds of software post-processing on a terrain measuring 144.5 × 138.8 m. As a result of comparing the actual measured distance for structures with an average of 4 m, an average error of 4.3 cm was recorded, confirming that the performance was within the error range applicable to the field.

A PROXIMAL POINT-TYPE ALGORITHM FOR PSEUDOMONOTONE EQUILIBRIUM PROBLEMS

  • Kim, Jong-Kyu;Anh, Pham Ngoc;Hyun, Ho-Geun
    • 대한수학회보
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    • 제49권4호
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    • pp.749-759
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    • 2012
  • A globally convergent algorithm for solving equilibrium problems is proposed. The algorithm is based on a proximal point algorithm (shortly (PPA)) with a positive definite matrix M which is not necessarily symmetric. The proximal function in existing (PPA) usually is the gradient of a quadratic function, namely, ${\nabla}({\parallel}x{\parallel}^2_M)$. This leads to a proximal point-type algorithm. We first solve pseudomonotone equilibrium problems without Lipschitzian assumption and prove the convergence of algorithms. Next, we couple this technique with the Banach contraction method for multivalued variational inequalities. Finally some computational results are given.