• 제목/요약/키워드: Varied Section

검색결과 285건 처리시간 0.043초

스위치드 릴럭턴스 전동기의 출력 속도-토크 특성을 위한 동특성 시뮬레이션 (Dynamic Simulation for Speed-Torque Characteristics of SRM)

  • 장석명;유대준;조한욱
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 2007년도 제38회 하계학술대회
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    • pp.892-893
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    • 2007
  • Industrial interest in switched reluctance motor (SRM) drives has varied since 1850s. This has been primarily due to the emerging markets for variable speed drives in consumer and industrial products, such as home appliances, air conditioning, hand tools, fans, pump motor, etc. However, SRM has been plagued with the acoustic noise and vibration problem by input power of fixed section. Therefore, This paper offers operating characteristics by dynamic simulation through the generalization of inductance profile and estimation of inductance according to current. the control methode are applied from DSP(digital signal processor) with voltage reference and position detection.

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항만용 연속하역기 거더의 구조 강도와 피로 수명 평가 (Evaluation on the Structural Integrity and Fatigue Life of a Continuous Ship Unloader for Harbor Use)

  • 김정주;조종래
    • 한국기계가공학회지
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    • 제18권5호
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    • pp.53-59
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    • 2019
  • Continuous ship unloaders (CSUs) are used for the uninterrupted transport of material in processing industries, power plants, and harbors in accordance with the stream rate of the material. This study analyzed the structural integrity and fatigue life of a CSU structure using finite element structural analysis in ANSYS APDL software. The stress varied greatly depending on the luffing angle and the slew angle of the boom conveyor. The structural integrity of the CSU girder was evaluated by applying ASME BPVC Section VIII Division 2. The fatigue cycle at the angle with the greatest stress difference was calculated. The fatigue cycle was calculated by applying the JIS B 8821:2013 fatigue curve. It was confirmed that the fatigue cycle of the CSU satisfies the allowable fatigue of 200,000 cycles.

Simulation and modeling for stability analysis of functionally graded non-uniform pipes with porosity-dependent properties

  • Peng Zhang;Jun Song;Tayebeh Mahmoudi
    • Steel and Composite Structures
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    • 제48권2호
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    • pp.235-250
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    • 2023
  • The present paper examines the stability analysis of the buckling differentiae of the small-scale, non-uniform porosity-dependent functionally graded (PD-FG) tube. The high-order beam theory and nonlocal strain gradient theory are operated for the mathematical modeling of nanotubes based on the Hamilton principle. In this paper, the external radius function is non-uniform. In contrast, the internal radius is uniform, and the cross-section changes along the tube length due to these radius functions based on the four types of useful mathematical functions. The PD-FG material distributions are varied in the radial direction and made with ceramics and metals. The governing partial differential equations (PDEs) and associated boundary conditions are solved via a numerical method for different boundary conditions. The received outcomes concerning different presented parameters are valuable to the design and production of small-scale devices and intelligent structures.

쌍끌이 중층트롤어법의 연구 ( 1 ) - 모형어구의 망구형상에 관하여 - ( A Study on the Pair Midwater Trawling ( 1 ) - Mouth Performance of the Model Net - )

  • 이병기
    • 수산해양기술연구
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    • 제31권1호
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    • pp.29-44
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    • 1995
  • A model experiment on the pair midwater trawl net applicable to 800 PS class Korean pair bottom trawlers was carried out in the special-prepared experimental thank. the tank was prepared as a reverse trapezoid shape in its vertical section by digging out flat soil. The dimension of the tank showed the 9.6 W$\times$43.0 L(m) of the upper fringe and the 4.8 W$\times$38.0 L(m) of the bottom with 3.0m in depth. The depth of water was maintained 2.7m during experiment. The model net was prepared based on the Tauti's similarity law of fishing gear in 1/30 scale considering the dimension of the experimental tank. Mouth performance of the model net during towing were determined by the photographs taken in front of the net mouth with the combinations of towing velocity, warp length and distance between paired boats. The results obtained can be summarized as follows: 1. Vertical opening of the model nets A and B was varied in the range of 0.18~0.88 m and 0.21~0.78 m (which can be converted into 5.4~26.4m and 6.3~23.4 m in the full-scale net) respectively, and was varied predominantly by towing speed. Vertical opening (H which is appendixed m for the model net. f for the full-scale net. A and B for the types of the model net) can be expressed as the function of towing velocity$V_t$as in the model net $V_t$ : m/ sec)$H_{mA}$=1.67$e^{-1.65V_t}$ $H_{mB}$=1.15$e^{-1.13V_t}$, in the full-scale net ($V_t$ : k't) $H_{fA}$=50.27$e^-0.37V_t$ $H_{fB}$=34.46$e^{-0.26Vt}$. 2. Horizontal opening of the model nets An and b was varied in the range of 1.03~1.54m and 1.04~1.55 m (which can be converted into 30.9~46.2 m and 31.2~46.5m in the full-scale net) respectively, and was varied predominantly by distance between paired boats. Horizontal opening (W, appendixes are as same as the former) an be expressed as the function of distance between paired boats $D_b$as in the model net $W_{mA}$=0.69+0.09$D_b$ $W{mB}$=0.73+0.09$D_b$, in the full-scale net $W_{fA}$=20.81+0.09$D_b$ $W_{fB}$=22.11+0.09$D_b$ 3. Net opening area of the model net A and B was varied in the range of 0.28~1.04 $m^2$ and 0.33~0.94$m^2$(which can be converted into 252~936$m^2$ and 297~846$m^2$ in the full-scale net) respectively, and was varied predominantly by towing velocity. Net opening area ($S$, appendixes are as same as the former) van be expressed as the function of towing velocity$V_t$ as in the model net $v_t$ : m/sec) $S_{Ma}$=2.01$e^{-1.54V_T}$ $S_{mA}$=1.40$e^{-1.65V_t}$, in the full-scale net ($V_t$ : k't) $S_{fA}$=1.807$e^-0.35V_t$ $S_{fA}$=1.265$e^{-0.24V_t}$. 4. Filtering volume of the model nets A and B was varied in the range of 0.32~0.55 $m^3$ and 0.37~0.55$m^3$(which can be converted into 8.640~14.850 $m^3$ and 9.990~14.850$m3$in the full~scale net) respectively, and was predominantly varied by towing speed. filtering volume of the model net-A showed the maximum at the towing speed 0.69 m/sec(3 k't in the full-scale net), compared with that of the model net B showed at 0.92 m/sec(4 k't in the full-scale net).

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변화의 시대, 인문학적 변화 연구와 방법에 대한 고찰 (In a Time of Change: Reflections on Humanities Research and Methodologies)

  • 김덕삼
    • 대순사상논총
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    • 제49집
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    • pp.265-294
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    • 2024
  • 본고는 인문학적 연구 방법에 대한 의문에서 출발한다. 그 출발은 인문학을 기초로 하면서, 인문학에게 빛과 어둠을 안긴 변화에 집중하며, 그 변화를 탐구할 연구 방법에 논의의 초점을 맞춘 토대 위에 있다. 기존과 구분하여, 인문학의 역할이 과학과 다르게 회색 코뿔소를 예방하는 데 있다고 한다면, 그리고 과학의 제어하기 어려운 발전을 조정하는 데 인문학이 해야 할 역할이 있다면, 인문학이 지향해야 할 연구 방법은 어떤 것일지, 과학의 발전과 변화한 환경에 맞춰 다시 생각해 보고자 했다. 이에 본고에서는 인문학적 측면에서의 연구 방법에 대하여 논하였다. 먼저, 2장에서는 인문적 자산과 과학적 방법의 협업을 통하여, 축적된 인문적 자산의 활용과 과학적 방법의 지속적 도입을 주장하였다. 변화에 대한 예측은 공학과 자연과학에서는 매우 정밀하고, 그 파장이 크다. 하지만 이러한 분야에서는 거시적으로나 통합적으로 변화에 접근하기 어렵다. 거시적이거나 통합적인 것은 이들의 분야에서 정밀하지 않기에 현실적인 것을 다루는 학문에서 환영받지 못한다. 이는 주로 인문학이 담당했다. 과학이 정밀함에 집중한다면 인문학은 본질에 대한 물음에 집중한다. 오랜 역사 속에 변화의 끝은 다양했지만, 변화의 본질은 큰 차이가 없었기 때문이다. 이어서 3장에서는 변화한 환경, 인문학적 변화 연구 방법의 제안을 거론하며, 귀납적 변화 연구 방법의 검토와 제안 및 인문학적 변화 연구에 대한 몇 가지 제안을 하였다. 과거 인류가 축적한 인문적 데이터는 무궁하고, 활용 범위는 다양하다. 현재는 과학 발전의 결과물을 적극적으로 수용할뿐더러, 학문의 경계를 넘어, 체계적인 인문학적 접근과 활용을 적극적으로 모색하며, 과학적 방법과 인문적 자산의 교집합 지점, 여기서 그 해결의 실마리를 찾아야 할 것이다.

Monitoring of Particulate Matter and Analysis of Black Carbon and Some Particle Containing Toxic Trace in the City of Yaoundé, Cameroon

  • Tchuente, Siaka Y.F.;Saidou, Saidou;Yakum, N.Y.;Kenmoe, N.X.;Abdourahimi, Abdourahimi
    • Asian Journal of Atmospheric Environment
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    • 제7권2호
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    • pp.120-128
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    • 2013
  • The concentration and composition of particulate matter (PM) in the atmosphere can directly reflect the environmental pollution. The atmospheric pollution in some Cameroonian cities is increasing with the industrial development and urbanization. Air pollution is inherently complex, containing PM of varied size and composition. This PM exists as a dynamic cloud interacting with sunlight and is modified by the meteorology. The reflectometer and the EDXRF spectrometry are applied to determine the concentration of some specific elements at four sites in the city of Yaound$\acute{e}$. The particular aim of the present work is to put in place data base on air pollution in urban area and elaborate regulations on the emissions issued to industrial and vehicle activities. This study provides an overview of the concentration of black carbon and some specific elements in the air, which have impacts on human health. The measurement was done by distinguishing the size of particle. So that, the particle with aerodynamic diameter between $2.5-10{\mu}m$ (so-called coarse particle) and aerodynamic diameter < $2.5{\mu}m$ (so-called fine particle) were considered to obtain more information about levels of the inhalable fraction of the location. The results obtained in four locations of the city of Yaound$\acute{e}$ show that the black carbon concentration is very considerable, the element sulfur is a major pollutant and the concentration of fine particle is very greater. The results obtained of fine and coarse filters range from $5-17{\mu}g/m^3$ and $10-18{\mu}g/m^3$ for the black carbon. S, Cu, Zn, Pb, Cd, As, Se and Hg are the specific findings of this work. The pollutants with a greater concentration are S, Pb, and Zn. These later seem to be non-uniformly, non-regular in some location and high compared to other countries. This work allows us to make a potential relation between pollutants and emission sources. In this framework, some suggestions have been proposed to reduce emissions for an improvement of the air quality in the environment and thus, the one of the city of Yaound$\acute{e}$.

고강도 콘크리트의 부착거동에 관한 실험적 연구 (The Experimental Study on the Bond behavior of High strength concrete)

  • 이준구;김우;박광수;김대중;이응찬;김한중
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 1999년도 봄 학술발표회 논문집(I)
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    • pp.774-780
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    • 1999
  • The study of bond behavior between concrete and rebar has been performed for a long time. On this study, we tried to analysed variation of bond behaviors quantitatively with varying the strength of concrete. Bond stress which observed below the neutral surface of beam and at connecting part of beam and column is affected by various bond parameters. Resistance of deformed bars which embedded in concrete to the pullout force is divided 1) chemical adhesive force 2) frictional force 3) mechanical resistance of ribs to the concrete and these horizontal components of resistance is being bond strength. We selected the most common and typical variable which is concrete strength among various variables. So we used two kinds of concrete strength like as 25MPa(NSC) and 65MPa(HSC). Tension Test was performed to verify how bond behavior varied with two kinds of concrete strength. Concentration of bond stress was observed at load-end commonly in Tension Test of the initial load stage. At this stage stress distribution was almost coincident at each strength. As tension load added, this stress distribution had difference gradually and movement of pick point of bond stress to free-end and central section was observed. This tendency was observed at first and moving speed was more fast in NSC. At the preceeding result the reason of this phenomenon is considered to discretion of chemical adhesion and local failure of concrete around rebar in load-end direction. Especially, when concrete strength was increased 2.6 times in tension test, ultimate bond strength was increased 1.45 times. In most recent used building codes, bond strength is proportioned to sqare root of concrete compressive strength but comparison of normalized ultimate bond strength was considered that the higher concrete strength is, the lower safety factor of bond strength is in each strength if we use existing building codes. In Tension Test, in case of initial tensile force state, steel tensile stress of central cross section is not different greatly at each strength but tensile force increasing, that of central cross section in NSC was increased remarkably. Namely, tensile force which was shared in concrete in HSC was far greater than that of concrete in NSC at central section.

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필댐 제체심벽(堤體心壁)의 단면변화(斷面變化)에 대한 침투류해석(浸透流解析)에 관한 실험적(實驗的) 연구(硏究) (Experiment on Seepage in Varied Section of Core Wall for Fill Dam Design)

  • 진병익;김재홍
    • 대한토목학회논문집
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    • 제5권1호
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    • pp.55-64
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    • 1985
  • 본(本) 논문(論文)은 필댐에 있어서 최적심벽(最適心壁) 설계(設計)의 기준(基準)이 될 수 있도록 21개(個)의 심벽모형별(心壁模型別) 침투류(浸透流) 해석(解析)에 대한 실험(實驗)을 실시(實施)하여 경사면(傾斜面)의 기울기 변화(變化)로 침투류량(浸透流量)의 증감율(增減率)에 대해서 규명하였고, 특히 경사심벽(傾斜心壁)에서의 적정(適定) 설계경사(設計傾斜)를 찾아 보았다. 그리고 현재(現在)까지 발표(發表)된 근사이론식(近似理論式)에 실험치(實驗値)를 대입(代入)하여 이론침투류량(理論浸透流量)을 구(求)하고 실험치(實驗値)와 비교연구(比較硏究)하였으며, 검토결과(檢討結果) 실험치(實驗値)에 가장 가까운 이론공식(理論公式)도 찾았다. 또한 상류(上流)로 기울어진 경사심벽(傾斜心壁)에서의 침윤선형(浸潤線形)과 유출점(流出點)에 대해서도 고찰(考察)하고 현재(現在)까지 발표(發表)된 이론식(理論式)의 적합유무(適合有無)도 검토(檢討)하였다. 이상(以上)을 연구(硏究)하여 필댐의 심벽설계시(心壁設計時) 최적단면결정(最適斷面決定)을 위한 보다많은 자료(資料)를 제시(提示)하고자 하였다.

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Effect of Varying the Energy Density of Protein-adequate Diets on Nutrient Metabolism, Clinical Chemistry, Immune Response and Growth of Muzaffarnagari Lambs

  • Singh, V.K.;Pattanaik, Ashok Kumar;Goswami, T.K.;Sharma, K.
    • Asian-Australasian Journal of Animal Sciences
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    • 제26권8호
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    • pp.1089-1101
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    • 2013
  • Effects of varied dietary energy densities on immune response and performance of Muzzafarnagari lambs were ascertained in a 180-d study. Animals (n = 24), in three groups, were fed diets providing 100% (100E), 80% (80E) or 70% (70E) of their metabolizable energy requirement. Mean nutrient digestibilities varied significantly among treatments. Nitrogen intake was lower (p<0.01) in the 70E. Nitrogen retention, was reduced (p<0.001) in 80E and 70E vs 100E. The average daily gain (p<0.001) was $47.01{\pm}4.23$, $13.54{\pm}1.72$ and $-16.67{\pm}8.24$ g for 100E, 80E and 70E, respectively. Hemoglobin concentration, haematocrit, total and differential leukocyte counts were lower (p<0.001) for 80E and 70E than for 100E with a similar trend (p<0.05) for serum glucose and total protein. Serum cortisol was reduced (p<0.001) with decreased energy availability. Antibody titre to Brucella abortus S19 showed an initial reduction in 80E and 70E vs 100E. Delayed-type hypersensitivity response was lower (p<0.001) in 80E and 70E vs 100E, accompanying a lower (p<0.001) nitric oxide production by the peripheral lymphocytes. It is concluded that the reduced dietary energy density significantly affects the growth performance and immune response of lambs.

하도 합류부의 정류.부정류해석에 따른 수리학적 변화 특성 분석 (Hydraulic Behavior and Characteristic Analysis by Steady & Unsteady Flow Analysis of Natural Stream)

  • 안승섭;임동희;박노삼;곽태화
    • 한국환경과학회지
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    • 제17권9호
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    • pp.957-968
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    • 2008
  • The purpose of this study is to analyze the characteristics of hydraulic behavior of the natural channel flow according to the temporal classification mode, and thus propose the hydraulic analysis method for future channel design. For analysis, the temporal flow characteristics of the channel section was divided into the steady flow and the unsteady flow. For hydraulic analysis, the HEC-RAS model, which is a one-dimensional numerical analysis model, and the SMS-RAM2 model, which is a two-dimensional model, were used and the factors used for analysis of hydraulic characteristics were flood elevation and flow rate. The flow state was analyzed on the basis of the one-dimensional steady flow and unsteady flow for review. In the unsteady flow analysis the flow rate changed by $(-)0.16%{\sim}(+)0.26%$, and the flood elevation varied by $(-)0.35%{\sim}(+)0.51%$ as compared to the values in the steady flow analysis. Given these results, in the one-dimensional flow analysis based on the unsteady flow the flood elevation and flow rate were greater than when the analysis was done on the basis of the steady flow. The flow state was analyzed on the basis of the two-dimensional steady flow and unsteady flow. In the unsteady flow analysis the flow rate varied by $(-)0.16%{\sim}(+)1.08%$, and the flood elevation changed by $(-)0.24%{\sim}(+)0.41%$ as compared to the values in the steady flow analysis. Given these analysis results, in the two dimensional flow analysis based on the unsteady flow, the flood elevation and flow rate were greater than when the analysis was done on the basis of the steady flow.