• 대한기계학회논문집B
• /
• 제41권5호
• /
• pp.347-352
• /
• 2017

두 용액의 농도 차이를 이용하여 전기에너지를 생성하는 역전기투석 장치는 파리기후협약으로 인한 신재생에너지기술의 관심 증가와 높은 잠재적에너지량으로 인하여 활발한 연구가 진행되고 있는 분야이다. 상용화 관점에서 볼 때 역전기투석 장치의 출력 밀도를 최대화하는 것은 중요하며, 따라서 출력 밀도의 개선을 위한 다양한 방안이 논의되고 있다. 본 논문에서는 역전기투석 장치의 출력 개선 방법 중 유로 형상 변화에 초점을 맞췄다. 유로 형상 변수로서 종횡비, 개방비, 분배 및 배출 유로의 개수를 사용하였다. 결론적으로 유로의 종횡비는 감소하고 개방비와 분배 및 배출 유로의 개수가 증가할 때, 역전기투석 장치의 출력 밀도가 개선되는 것을 발견하였다.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2008년도 춘계 학술발표회 제20권1호
• /
• pp.53-56
• /
• 2008

본 연구는 주거용 고층 건물에서 폭넓게 사용되고 있는 플랫 플레이트 구조에서 장방형 기둥-슬래브 접합부를 대상으로 실시한 6개의 실험결과를 분석한 것이다. 연구의 목적은 지진하중과 같이 반복적으로 작용하는 횡하중에 대하여 기둥 단면의 형상비(${\beta}$c=$c_1/c_2$)에 따른 접합부의 이력거동을 비교 평가 하는 것이다. 기둥 형상비는 $b_o$가 일정해 지도록 0.33${\sim}$3($c_1/c_2$=1/3, 1/1, 3/1)으로 선정하였다. 슬래브 휨철근비는 1.0%, 1.5%로 변화시켰으며, 중력전단력비($V_g/V_c$) 등 접합부의 이력거동에 영향을 줄 수 있는 다른 영향인자들은 일정한 조건으로 계획하여 기둥 형상비의 영향을 고찰할 수 있도록 하였다. 실험을 통해서 뚫림전단파괴 양상과 균열 패턴, 접합부의 강성, 변형능력 등을 변수에 따라 분석하였다.

• 한국분무공학회지
• /
• 제3권3호
• /
• pp.23-32
• /
• 1998

The effect of reentrant type bowl geometry on combustion characteristics was investigated in a D.I. diesel engine. The main factor was the aspect ratio (Bowl Diameter / Bowl Depth) of bowl of combustion chamber, and the cylinder pressure, engine performance and emissions of the engine using the 4 kinds of the combustion chamber were meadured. Also, the combustion characteristics compared of the experimented and the calculated values which is used by the Hiroyasu's combustion model. The results are as follows; The effect of $d_c/H$ on ignition delay period are small. The smoke is corerelated to the heat release of the premixed and the diffusion combustion, i.g, the smoke decreased by decreasing the premixed combustion or increasing the diffusion combustion on cumulative heat release. The premixed combustion process has more effect than the diffusion combustion on smoke. The formal tendency of $d_c/H$ on engine performance has not appear.

• 한국전산구조공학회:학술대회논문집
• /
• 한국전산구조공학회 2003년도 봄 학술발표회 논문집
• /
• pp.487-495
• /
• 2003

Bearings at the obtuse corner are subjected to much larger vertical reactions than other bearings because of the geometric shape of skew bridges. The current relevant specifications require that additional bars should be disposed at the bottom of concrete deck slabs to deal with the large vertical reaction on bearings at the obtuse corner. In this study, new methods of reducing the magnitude of the vertical reaction on bearings at the obtuse corner by the stiffness adjustment of bearings were proposed. The basic concept of proposed methods was to redistribute support reactions by reducing the vertical stiffness of bearings at the obtuse corner showing a relatively large vertical reaction. For 45 simply supported skew bridges designed according to the current relevant specifications, the redistribution effect of vertical reactions by the stiffness adjustment of bearings was investigated. Parameters such as skew angle, girder spacing, and deck aspect ratio that affect the distribution of support reactions were considered. The results of the analyses show that the magnitude of the vertical reaction on bearings at the obtuse corner can be reduced to the levels of straight bridges by replacing the existing bearings at the obtuse corner with new ones having the value of 1/10 or 1/20 of the vertical stiffness of the existing bearings. The reduction effect of the vertical reaction on bearings at the obtuse corner increases as the girder spacing decreases and it is more pronounced when the deck aspect ratio is 2.0.

• 한국유체기계학회 논문집
• /
• 제19권2호
• /
• pp.36-42
• /
• 2016

Mass flow amplifier, which is an aerodynamic device, makes air flow increased by ejecting small amount of compressed air with $Coand{\breve{a}}$ effect. In this study, the flow characteristics of a mass flow amplifier were studied with various flow conditions and geometrical configurations. In order to improve the performance of mass flow amplifier, various values of clearance, diffuser angle and the aspect ratio of induced flow inlet to outlet were considered as design parameter. Furthermore, four different pressure conditions of compressed air were also considered. Numerical study was performed using the commercial CFD code, ANSYS CFX 14.5 with shear stress transport(SST) turbulent model. The results of pressure and velocity distributions were graphically depicted with different geometrical configurations and operating conditions.

• 한국자동차공학회논문집
• /
• 제15권1호
• /
• pp.186-192
• /
• 2007

In general, pulsation damper is installed in fuel rail for conventional MPI engine to decrease undesirable noise in vehicle cabin room. However, pulsation damper is so expensive that there are prevailing studies to reduce fuel pressure pulsations with integrated damping effect. This paper is one of basic studies for development of fuel rail to abate pulsations with self-damping effect. Primarily, the pressure pulsation characteristics was investigated with aspect ratio of cross section, wall thickness, and materials of fuel rail. A high aspect ratio or thin wall was found to absorb the pressure pulsations effectively. But volume effects on the fuel pressure pulsation reductions were not especially significant than cross section effects because volume increment rate is larger than pressure pulsation reduction rate. The fuel rail made of aluminum is effective for reduction of pressure pulsation than that of low-carbon steel. Pressure change period increases on the basis of same lengths of supply line and fuel rail as the volume is enlarged and/or the thickness of wall is thinned.

• 한국세라믹학회지
• /
• 제42권1호
• /
• pp.16-21
• /
• 2005

The effect of additive composition, using AlN and $Er_{2}O_{3}$ as sintering additives, on the mechanical properties of liquid-phase-sintered, and subsequently annealed SiC ceramics was investigated. The microstructures developed were quantitatively analyzed by image analysis. The average thickness of SiC grains increased with increasing the $Er_{2}O_{3}/(AlN + Er_{2}O_{3})$ ratio in the additives whereas the aspect ratio decreased with increasing the ratio. The mechanical properties versus $Er_{2}O_{3}/(AlN + Er_{2}O_{3})$ ratio curve had a maximum; i.e., there was a small composition range at which optimum mechanical properties were realized. The best results were obtained when the ratio ranged from 0.4 to 0.6. The flexural strength and fracture toughness of the SiC ceramics were $550\~650\;MPa$ and $5.5\~6.5$ MPa${\cdot}m^{1/2}$, respectively.

• 대한기계학회:학술대회논문집
• /
• 대한기계학회 2001년도 추계학술대회논문집A
• /
• pp.425-430
• /
• 2001

The mechanical behavior of two rectangular plates spot-welded under bending is investigated in detail. The focus of the analysis is to evaluate the effect of thickness of reinforced plates with equivalent thickness. The results of this investigation are compared from detailed finite element analysis and experiments of the plates spot-welded for various parameters, such as aspect ratio, area ratio, and distance ratio of spot-welding points. The study is carried out using the equivalent thickness of the reinforced plates spot-welded.

• 태양에너지
• /
• 제12권3호
• /
• pp.60-69
• /
• 1992

본 연구에서는 고-액 상변화 시의 잠열을 이용한 축열방법 중에서 고상파라핀을 충전한 수직원관의 관벽을 가열하여 축열하는 경우에 대하여 관 내에서 일어나는 열전달 특성과 축열속도를 이론적으로 해석하였다. 액상에서는 자연대류를 고려하였고 고상에서는 순수 열전도 모델을 사용하였다. 고상파라핀의 초기온도와 관벽의 가열온도 그리고 관의 형상비가 축열속도에 미치는 영향을 알아보았으며, 전체 열전달과정을 순수열전도 모델로 해석하여 자연대류가 축열에 미치는 영향을 고찰하였다. 용융초기에는 관벽과 고액경계면의 영향으로 자연대류에 의한 유동은 장애를 받으나, 40% 정도의 용융이 진행된 후 부터는 내부 액상에서의 자연대류가 활발히 일어나고, 용융중기로 갈수록 관의 상부에 뜨거운 액상층이 축적되므로 자연대류는 소멸하게 된다. 전체적인 융용속도는 순수열전도에 의한 용융속도보다 빨라지게 된다. 관벽의 가열온도와 형상비가 증가할수록 관 내에서의 자연대류가 활발하게 일어나므로 용융속도는 빨라지며, 형상비가 클수록 상하부 간에 불균등한 용융이 일어난다. 고상의 초기온도는 초기의 용융속도에 큰 영향을 미치고 용융이 진행될수록 그 효과는 줄어든다.

• 한국산업융합학회 논문집
• /
• 제11권1호
• /
• pp.35-40
• /
• 2008

Various characters of the concrete are greatly improved as the effect of the steel fiber. As the improvement effect of the steel fiber, the increment in flexural strength, shear strength, toughness, and impact strength are remarkable, and tenacious concrete is obtained. This paper presents model which can predict mechanical behavior of the structure according to aspect ratio and volume fraction of steel fiber. Experiments on compressive strength, elastic modulus and tensile strength were performed with self-made cylindrical specimens of variable aspect ratios. This paper presents an analytical study on the behavior of a beam specimen with steel fiber reinforced concrete(SFRC). The effect of the SFRC on the crack pattern, failure mode and the flexural behavior of the structure were investigated. The analysis model based on the nonlinear layered finite element method was successfully able to find the necessary amount of steel fibers, tensile steels and beam section which can best approximate flexural strength and ductility of a given conventionally reinforced concrete beam.