• 한국유체기계학회 논문집
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• 제15권1호
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• pp.27-35
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• 2012

A numerical simulation for particle collection efficiency in a wire-plate electrostatic precipitator (ESP) has been performed. Method of characteristics and finite differencing method (MOC-FDM) were employed to obtain electric field and space charge density, and lattice boltzmann method (LBM) was used to predict the Electrohydrodynamic (EHD) flow according to the ion convection. Large eddy simulation (LES) was considered for turbulent flow and particle simulation was performed by discrete element method (DEM) which considered field charging, electric force, drag force and wall-collision. One way coupling from FDM to LBM was used with small and low density particle assumption. When the charged particle collided with the collecting plate, particle-wall collision was calculated for re-entertainment effect and the effect of gravity force was considered.

• 대한기계학회논문집B
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• 제29권11호
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• pp.1189-1198
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• 2005

Direct numerical simulations were performed to investigate the physics of a spatially developing turbulent boundary layer flow subjected to spanwise oscillating electromagnetic forces in the near wall region. A fully implicit fractional step method was employed to simulate the flow. The mean flow properties and the Reynolds stresses were obtained to analyze the near-wall turbulent structure. It is found that skin friction and turbulent kinetic energy can be reduced by the electromagnetic forces. The decrease in production is responsible fur the reduction of turbulent kinetic energy. Instantaneous flow visualization techniques were used to observe the response of streamwise vortices and streak structures to spanwise oscillating forces. The near-wall vortical structures are affected by spanwise oscillating electromagnetic forces. Following the stopping of the electromagnetic force, the flow eventually relaxes back to a two-dimensional equilibrium boundary layer.

• 드라이브 ㆍ 컨트롤
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• 제14권1호
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• pp.14-22
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• 2017

Flow force is the additional unbalanced force acting on the valve spool by fluid flow, excluding the static pressure force that is offset on the spool land wall at the same magnitude. When designing the valve spool, it is assumed that the same average value of static pressure is applied to the inlet and outlet spool land wall in one chamber. However, the high velocity of the fluid flow by the inlet or outlet metering orifice creates unbalanced pressure distribution and generates additional force in the opposite direction to that of the solenoid attraction force. This flow force has a negative effect on the control performance of the EPPR valve, which needs to develop uniform output pressure along the entire spool control range. In this study, we developed a 3D model of the EPPR valve and conducted flow force characteristic analysis using CFD S/W (ANSYS FLUENT). The alleviated flow force model was derived by adjusting the design parameters of the spool notch.

• 오토저널
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• 제11권4호
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• pp.35-42
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• 1989

The major purpose of this paper is a study on the effect of die profile radius on the formability of spring-type blankholder system in deep drawing process. By drawing the various materials, formability is studied by means of checking the drawing force, blankholding force variation, limiting drawing ratio and wall wrinkling phenomenon. As the die profile radius increases, the maximum drawing force and maximum blankholding force decrease regardless of lubrication condition. Because better lubrication induces blankholding force to rise, spring type blankholder system is better to protect flange wrinkling phenomenon than constant pressure type. And wall wrinkling phenomenon was not detected in experimental die radius range, so the Miyakawa's upper wrinkling limit is understimated in case of material tested.

• 국제강구조저널
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• 제18권4호
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• pp.1107-1124
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• 2018

The structural behavior of reinforced concrete coupled shear wall structures is greatly influenced by the behavior of their coupling beams. This paper presents a process of the seismic analysis of reinforced concrete coupled shear wall-frame system linked by hysteretic dampers at each floor. The hysteretic dampers are located at the middle portion of the linked beams which most of the inelastic damage would be concentrated. This study concerned particularly with wall-frame structures that do not twist. The proposed method, which is based on the energy equilibrium method, offers an important design method by the result of increasing energy dissipation capacity and reducing damage to the wall's base. The optimum distribution of yield shear force coefficients is to evenly distribute the damage at dampers over the structural height based on the cumulative plastic deformation ratio of the dissipation device. Nonlinear dynamic analysis indicates that, with a proper set of damping parameters, the wall's dynamic responses can be well controlled. Finally, based on the total plastic strain energy and its trend through the height of the buildings, a prediction equation is suggested.

• 한국구조물진단유지관리공학회 논문집
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• 제20권5호
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• pp.18-25
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• 2016

본 연구는 MIDAS-Gen을 사용하여 골조-전단벽 구조에서 상부 전단벽의 미배치에 대한 구조적인 효과를 검토하였다. 본 연구에서는 해석 변수로 상부 전단벽의 미배치 층수, 상하 기둥 단면 치수의 변화, 상하 전단벽 두께 치수의 변화를 설정하였다. 골조-전단벽 구조에서 상부 전단벽의 미배치에 대한 구조적인 효과를 검토하기 위하여 전단벽의 미배치에 따른 전단력/전도모멘트 분포, 전단벽의 변곡점, 수평강성에 대하여 비교분석하였다. 본 연구의 결과는 골조-전단벽 구조에서 상부 전단벽의 미배치가 수평강성과 같은 구조성능에 미치는 영향을 정량적으로 제시하였다. 더욱이 본 연구의 결과는 합리적인 골조-전단벽 구조를 위한 구조설계 자료를 제공하는데 도움이 된다고 확인하였다.

• 한국지반공학회논문집
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• 제21권8호
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• pp.55-61
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• 2005

현재 옹벽의 배면 동적토압을 산정할 때 주로 등가정적해석법인 Mononobe-Okabe 식이 이용되고 있다. 하지만 이식은 벽체와 뒤채움 지반간의 동적상호작용을 고려하지 못한다는 단점이 있다. 본 연구에서는 벽체와 뒤채움 지반간의 동적상호작용을 분석하기 위하여 건조 사질토로 뒤채움한 옹벽에 대하여 진동대 시험을 수행하였다. 벽체 단위중량, 입력가속도의 진폭 그리고 벽체 바닥면 거칠기를 변화시키면서 이들 각 인자가 동적토압에 미치는 영향을 분석하였다. 그 결과 벽체의 활동속도가 작은 경우에는 동적토압과 관성력간은 180도 위상차를 가졌지만 활동속도가 큰 경우에는 동적토압에 관성력과 동일한 위상을 가지는 작은 정점이 발생하였다. 동적토압의 크기는 벽체가속도와 벽체단위중량의 크기에 비례하였다. 또한 Mononobe-Okabe 방법으로 계산된 동적토압은 측정된 동적토압의 상한값으로 나타났다.

• 한국지반공학회논문집
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• 제23권10호
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• pp.163-174
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• 2007

큰 선행하중을 가할 수 있는 새로운 선행하중 시스템을 개발하였으며, 이를 적용하여 근접굴착 시 기존 터널의 안정성을 확보하는 방안을 연구하였다. 흙막이 벽체의 수평변위가 거의 생기지 않도록 설계축력 이상의 선행하중을 가하였다. 이를 위해 선행하중을 가하지 않는 경우와 선행하중을 가하는 경우에 대해 축소율 1/10인 실 대형 시험을 실시하였다. 수치해석은 선행하중을 가하지 않는 경우와, 선행하중을 설계축력의 50%와 100%를 가하는 경우, 흙막이 벽체 변위를 거의 발생시키지 않는 크기의 선행하중을 가하는 경우에 대해 유한요소법(FEM) 프로그램인 PLAXIS를 사용하여 수행하였다. 그 결과 선행하중을 설계축력 이상으로 적용시켜 흙막이 벽체변위를 억제시켰을 때 벽체 배면 지반에 있는 터널의 안정성이 크게 향상되는 것을 확인할 수 있었다.

• 한국해안·해양공학회논문집
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• 제34권1호
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• pp.19-25
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• 2022

수리모형실험을 통해 경사식 호안 배후면 포장체 상부면에 작용하는 월파력과 하부면에 작용하는 양압력을 계측하고 설계에 활용 가능한 경험식을 제안하였다. 상부구조물의 파라펫, 수심, 상대여유고 및 소파블록 피복두께 조건을 다르게 실험을 수행하여 경사식 호안 상부구조물 및 배후 포장체에 작용하는 파력을 분석하였다. 이를 통해 월파에 의한 파력과 양압력에 영향을 미치는 주요 상관변수를 식별하고, 포장체에 작용하는 파력을 산정할 수 있는 경험식을 제안하였다.

• 한국안전학회지
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• 제24권4호
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• pp.74-81
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• 2009

In this study, the seismic performance of RC school buildings which were not designed according to earthquake-resistance design code were evaluated by using response spectrum and push-over analyses. The torsional amplification effect due to plan irregularity is considered and then the efficiency of seismic retrofitting methods such as RC shear wall, steel frame, RC frame and PC wing wall was investigated. The analysis result indicate that the inter-story drift concentrated in the first floor and most plastic hinge forms at the column of the first story. Among the retrofitting methods, the PC wing wall has the highest seismic performance in strength and story drift aspect. Especially, it can make building ductile behavior due to the concentrated inter-story drift at the first column hinge is distributed overall stories. The axial force, shear force and moment magnitude of existing elements significantly decreased after retrofitting. However, the axial and shear force of the elements connected to the additional retrofitting elements increased, and especially the boundary columns at the end of the retrofitting shear wall should be reinforced for assuring the enhancement of seismic performance.