• Proceedings of the Korean Society of Propulsion Engineers Conference
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• 2008.11a
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• pp.305-309
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• 2008

This experimental study has been conducted to investigate the installation of the vertical flame holder shape in ramjet combustor, which affects on the film cooling effectiveness. All slot position, the film cooling effectiveness decreases because of the shear layer and high turbulence intensity between separated flows and coolant flows. When the flame holder is installed, film cooling effectiveness decreases abruptly on the beginning of the slot exit region due to the mixing effect. As the blowing rate increases, the film cooling effectiveness is increased for all cases due to the augmented momentum of injected coolant from the slot.

• Proceedings of the Korea Concrete Institute Conference
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• 2008.04a
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• pp.1-4
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• 2008

Flat plate slab has been widely used in high rise building for its remarkable advantages. However, Flat plate structures under lateral load are susceptible to punching shear of the slab-column connection. Exterior slab-column connections has an unsymmetrical critical section for eccentric shear of which perimeter is less than that of interior connection, and hence, around the connection, unbalanced moment and eccentric shear are developed by both gravity load and lateral loads. Therefore, exterior connections is susceptible to punching shear failure. For that reason, this study compare ACI 318-05 to CEB-FIP MC 90 that is based on experiment results and existing data of flat plate exterior connections. This study shows that compared to CEB-FIP MC 90 is more exact about eccentric shear stress, unbalanced moment and Both of all are not suitable in large column aspect ratio. Considering gravity shear ratio, These are suitable but design condition only consider gravity shear ratio. So these should be considered differences from change of design condition

• Journal of ILASS-Korea
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• v.1 no.4
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• pp.54-62
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• 1996

Effect of reentrant type bowl geometry on combustion characteristics was investigated in a D.1.diesel engine. The main factor was the aspect ratio (Bowl Diameter/Bowl Depth) of bowl of combustion chamber, and the measured data include the cylinder pressure, engine performance and emissions of the engine using the 4 kinds of the combustion chamber. Experimental results indicate that the effect of dc/H and nozzle protrusion are relatively small and there exists an optimum dc/H according to the combustion conditions. It is also found that the smoke emission is quite sensitive the overall combustion time where the 90 percentage of the combustion heat is released. The smoke mission increases by shortening the 90% combustion time while it decreases by delaying the 90% combustion time.

• Journal of Korean Tunnelling and Underground Space Association
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• v.9 no.2
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• pp.143-155
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• 2007

The earth pressure acting on a circular shaft wall is smaller than that acting on the wall in plane strain condition due to the three dimensional axi-symmetric arching effect. Accurate estimation of the earth pressure is required for the design of the shaft wall. In this study, the stress model considering the decrease of earth pressure due to the horizontal and vertical arching effect and the influence of shape ratio (shaft height/radius) is proposed. In addition, model test on the sandy soil is conducted and a comparison is made between the stress model and the test results. The comparison shows that the proposed stress model is in agreement with test results; decrease of shape ratio (increase of radius) leads to stress state equal to the plane strain condition and approximate stress distribution is found between stress model and model test results.

• Proceedings of the Korea Water Resources Association Conference
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• 2017.05a
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• pp.36-36
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• 2017

일반적으로 유역의 지형학적 특성을 나타내는 인자들은 유역면적, 유로연장, 유로경사 등 여러가지가 있다. Horton (1945)은 수계의 발달 형태에 기초한 하천의 차수를 이용하여 분기비, 길이비, 면적비, 하천 밀도 등 지형학적인 매개변수로 제시하였다. 유역 지형학적 매개변수는 Horton이 제시한 유역내 하도망의 지형학적인 구성에 대한 특성을 반영하는 것으로 유출에 지배적인 영향을 미친다. 한강 유역 19개 하천의 27개 지점을 대상으로 유출 특성과 지형학적 특성의 상관 분석을 위하여 유역과 하천의 지형학적 특성을 Arc-Map을 이용하여 구하였다. 하천차수법칙에 의한 지형학적인 매개변수로 분기비, 길이비, 함몰도, 면적비를 산정하였고, 유역의 지형학적 인자는 유역면적, 유로연장, 유로경사, 형상계수, 단일형상계수, 세장률, 수계밀도, 수계빈도를 산정하였다. 수계의 연간 유출률은 실측 유출량과 강수량 자료를 이용하여 산정하였다. 각각의 지형학적 특성인자에 대한 상관 매트릭스를 분석하고 그 상관특성을 분석하였다. 특히 지형학적 매개변수와 지형학적 요소와 연간 유출률과의 상관관계식을 제시하였다.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.14 no.3
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• pp.1016-1021
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• 2013

While using the hydrogen mixture gas torch, the glass edge sealing and the shape of the edge sealing parts is affected by many parameters such as flow rate of gas, traveling speed of torch, distance between glass and torch. As the glass edge sealing shape have effects on the insulation and airtightness and strength of the glass panel; the sealing shapes are predicted according to the process parameters. The paper highlight the nonlinear regression equations of the cross-sectional shape of the sealing shape according to the parameters, that is experimentally predicted later compared and verified the equation with the experimental result.

• Journal of the Earthquake Engineering Society of Korea
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• v.13 no.2
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• pp.1-14
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• 2009

Ductility-based seismic design is strongly required for the rational and cost-effective design of RC piers, and a reliable evaluation of shear strength is indispensable for its success. Unlike the flexural behavior of RC columns, shear behavior is highly complex, due to its many effects such as size, aspect ratio, axial force, ductility and so on. To address this, many design and empirical equations have been proposed considering these effects. However, these equations show significant differences in their evaluation of the initial shear strength, and the reduction in strength with the increase of ductility. In this study, the characteristics of initial shear strength of hollow sectional columns were investigated using experiments with the parameters of aspect ratios, void ratios, web area ratios and load patterns. The test results were analyzed through a comparison with the values predicted by empirical equations. On the basis of the mechanical characteristics and test results, a new empirical equation was proposed, and its validity was assessed.

• Transactions of the Korean Society of Mechanical Engineers A
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• v.36 no.6
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• pp.609-615
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• 2012

In LSP (laser shock peening) treatment, the laser source geometries when the laser beam strikes the metal target area are diverse. The laser spot geometry affects the residual stress field beneath the treated surface of the metallic materials, which determines the characteristics of the pressure pulse. In this paper, detailed finite-element (FE) simulations on laser shock peening have been conducted in order to predict the magnitude and of the residual stresses and the depth affected in Inconel alloy 600 steel. The residual stress results are compared for circular, rectangular, and elliptical laser spot geometries. It is found that a circular spot can produce the maximum compressive residual stresses near the surface but generates tensile residual stresses at the center of the laser spot. In the depth direction, an elliptical laser spot produces the maximum compressive residual stresses. Circular and elliptical spots plastically affect the alloy to higher depths than a rectangular spot.

• Journal of Biomedical Engineering Research
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• v.21 no.6
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• pp.599-606
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• 2000

고정체 나사산 형상이 식립된 고정체를 둘러싸고 있는 턱 뼈에서 발생된 응력분포에 미치는 영향과 효과적인 나사산 형상을 결정하기 위해서 다양한 치아 고정체 형상에 대해서 응력해석을 수행하였다. 나사산 골 한쪽 부위에 라운딩이 된 형상의 고정체에서 발생된 응력분포는 다른 나사산 형상의 고정체에서 발생된 응력분포보다 더 효과적으로 나타났다. 이 해석 결과를 근거로 최적의 고정체 치수를 결정하기 위해서 나사산 끝단의 폭, 나사산 높이, 그리고 가해지는 하중의 방향 등과 같은 설계 변수의 변화에 따른 응력해석이 수행되었다. 최대 응력 집중은 고정체 나사산의 첫단 부위에서 발생하였으며, 100 N의 15도 경사하중이 가해졌을 때 발생된 최대 등가응력은 동일 크기의 수식하중보다 2배 정도 더 높게 나타났다. 그리고 나사산 끝단의 폭과 나사산 높이 사이의 연관성에 관련된 해석결과에서 나사산 끝단의 폭과 나사산 높이 사이의 연관성 효과는 무시할 만큼 작다는 것을 알았다. 고정체의 나사산 피치에 대한 나사산 끝단의 폭의 비와 나사산 높이의 비가 각각 0.5와 0.46일 때 다른 고정체의 치수들보다 더 효과적인 응력분포가 나타났다

• Composites Research
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• v.13 no.6
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• pp.9-22
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• 2000

The Rayleigh-Ritz procedure based on energy method is used to present analytically the natural frequencies and the critical buckling loads for four types of loading conditions: (1) uniaxial, (2) biaxial, (3) positive shear and (4) negative shear, of the rectangular, composite plates unidirectionally stiffened with box beam type stiffeners. In analysis the discrete stiffener theory is adopted to present the effect of stiffeners in the plate structure. The convergence study is presented to demonstrate the accuracy of the results. Contour plots of the vibrated and buckled mode shapes are shown for some examples. The effect of various parameters such as numbers, position, aspect ratio of stiffener and layer angle, aspect ratio of plate are focused.