• 한국항공우주학회지
• /
• 제32권4호
• /
• pp.73-79
• /
• 2004

초음속 유동하에서 측 추력기의 후방에 램프를 설치하였을 경우의 유통 현상을 실험 및 수치해석을 이용하여 해석하였다. 실험적인 방법으로, 가시화방법으로는 쉴리렌, 압력 측정을 위한 방법으로 압력 탭 (Pressure Tap), Pressure Sensitive Paint를 이용하였으며, 수치해석을 위하여 AeroSoft사의 GASP ver. 4.0을 사용하였다. 실험조건은 자유류의 흐름이 마하수 4 측 추력기와 자유류의 압력비가 532 이었으며 GASP을 사용하여 3D 램프형상에 대한 고찰을 하였다. 위의 모든 결과들은 후방의 램프가 없을 경우와 비교를 통하여 램프를 장착하였을 경우 수직력의 감소없이 피칭다운 모멘트가 70% 정도 감소함을 확인하였다.

• 한국연소학회:학술대회논문집
• /
• 한국연소학회 2004년도 제28회 KOSCO SYMPOSIUM 논문집
• /
• pp.235-241
• /
• 2004

Computations were performed to investigate the effects of air staging on combustion in three stage heavy-oil fired combustion burner. The burner was designed for 3 MW. Different amounts of air are introduced into each 3 three stages by means of each dampers. The goal of the study is to understand combustion phenomena according to each air stage mass ratios through CFD. Air flow rates at three inlets are adjusted by dampers inside a burner. Here, injection conditions of liquid fuel are kept constant throughout all simulations. This assumption is made in order to limit the complexity of oil combustion though it may cause some disagreement. In case of cold flows, only longitudinal velocities arc considered, On the other hand, flow, temperature and NOx generations are taken into account for reactive flows. Simple parametric study was conducted by setting 1'st air stage mass ratio as a parameter. And an optimal operation condition was found. The computational study is based on k-e model, P-1 radiation model(WSGGM) and PDF, and is implemented on a commercial code, FLUENT.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2009년도 춘계 학술발표회
• /
• pp.64-71
• /
• 2009

The stresses acting on shotcrete lining of tunnel have been measured virtually by monitoring instruments installed during construction. However, the malfunction of instrument and the lack of consistency of signal have always been controversial, but re-installation of instrument after construction of tunnel lining is practically impossible. Therefore, authors have carried out the study to develop a new technique for estimating the stress acting on shotcrete lining during and after construction. In the technique, stresses of shotcrete lining can be estimate by the measurement of deformation of free face. Therefore, the relationships between the stresses of shotcrete lining and deformation of free surface are indispensable factor. In this paper, the parametric study using 2D FEM analysis was carried out to estimate the relationships between the stress level acting on the tunnel shotcrete lining and the deformation near the free face (e.g. artificial crack in this study). The distribution of stresses of shotcrete lining is also investigated in this study as the preliminary investigation for the large-scale tunnel lining test and detailed 3D FEM analysis.

• Geomechanics and Engineering
• /
• 제30권3호
• /
• pp.293-312
• /
• 2022

Cantilever sheet pile walls having section thinner than masonry walls are generally adopted to retain moderate height of excavation. In practice, a surcharge in the form of strip load of finite width is generally present on the backfill. So, in the present study, influence of strip load on cantilever sheet pile walls is analyzed by varying the width of the strip load and distance from the cantilever sheet pile walls using finite difference based computer program in cohesionless soil modelled as Mohr-Coulomb model. The results of bending moment, earth pressure, deflection and settlement are presented in non-dimensional terms. A parametric study has been conducted for different friction angle of soil, embedded depth of sheet pile walls, different magnitudes and width of the strip load acting on the ground surface and at a depth below ground level. The result of present study is also validated with the available literature. From the results presented in this study, it can be inferred that optimum behavior of cantilever sheet pile walls is observed for strip load having width 2 m to 3 m on the ground surface. Further as the depth of strip load below the ground surface increases below the ground level to 0.75 times excavation height, the bending moment, settlement, net earth pressure and deflection decreases and then remains constant.

• 한국해양공학회지
• /
• 제37권1호
• /
• pp.20-30
• /
• 2023

Modeling a nonlinear ocean wave is one of the primary concerns in ocean engineering and naval architecture to perform an accurate numerical study of wave-structure interactions. The high-order spectral (HOS) method, which can simulate nonlinear waves accurately and efficiently, was investigated to see its capability for nonlinear wave generation. An open-source (distributed under the terms of GPLv3) project named "HOS-ocean" was used in the present study. A parametric study on the "HOS-ocean" was performed with three-hour simulations of long-crested ocean waves. The considered sea conditions ranged from sea state 3 to sea state 7. One hundred simulations with fixed computational parameters but different random seeds were conducted to obtain representative results. The influences of HOS computational parameters were investigated using spectral analysis and the distribution of wave crests. The probability distributions of the wave crest were compared with the Rayleigh (first-order), Forristall (second-order), and Huang (empirical formula) distributions. The results verified that the HOS method could simulate the nonlinearity of ocean waves. A set of HOS computational parameters was suggested for the long-crested irregular wave simulation in sea states 3 to 7.

• Geomechanics and Engineering
• /
• 제36권3호
• /
• pp.277-293
• /
• 2024

Shored Mechanically Stabilized Earth (SMSE) walls are types of soil retaining structures that increase soil stability under static and dynamic loads. The damage caused by an earthquake can be determined by evaluating the probabilistic seismic response of SMSE walls. This study aimed to assess the seismic performance of SMSE walls and provide fragility curves for evaluating failure levels. The generated fragility curves can help to improve the seismic performance of these walls through assessing and controlling variables like backfill surface settlement, lateral deformation of facing, and permanent relocation of the wall. A parametric study was performed based on a non-linear elastoplastic constitutive model known as the hardening soil model with small-strain stiffness, HSsmall. The analyses were conducted using PLAXIS 2D, a Finite Element Method (FEM) program, under plane-strain conditions to study the effect of the number of geogrid layers and the axial stiffness of geogrids on the performance of SMSE walls. In this study, three areas of damage (minor, moderate, and severe) were observed and, in all cases, the wall has not completely entered the stage of destruction. For the base model (Model A), at the highest ground acceleration coefficient (1 g), in the moderate damage state, the fragility probability was 76%. These values were 62%, and 54%, respectively, by increasing the number of geogrids (Model B) and increasing the geogrid stiffness (Model C). Meanwhile, the fragility values were 99%, 98%, and 97%, respectively in the case of minor damage. Notably, the probability of complete destruction was zero percent in all models.

• 에너지공학
• /
• 제19권3호
• /
• pp.151-155
• /
• 2010

자동차 전면유리를 통한 적당한 가시거리의 확보와 제상 시간은 주요 설계 요소들이다. 이런 요소들의 성능을 향상시키기 위해, HVAC 시스템에서 생성되는 유체의 흐름과 열전달 특성을 이해하는 것이 필요하다. 제상 노즐의 성능을 조사하기 위해 수치해석을 수행하였다. 본 연구에서는 현재 디자인의 모순과 제상 메커니즘의 개선방법을 보여주고 있다. 수치해석 결과 현재 부착된 제상 노즐로는 최대 공기흐름이 전면유리 하단부에서 최대 공기흐름이 나타나고 있으며, 이는 만족스럽지 못한 가시거리를 확보하게 된다. 제상 노즐의 분사 각도가 45도일때 탁월한 제상성능을 보여주고 있다. 수치해석 결과들은 NHTSA에서 정한 규정들을 만족시킨다.

• 터널과지하공간
• /
• 제9권4호
• /
• pp.296-305
• /
• 1999

많은 터널 현장에서 계측을 수행하고 있지만, 일반적인 역해석 방법으로 이 계측자료를 통해 라이닝에 작용하는 변형율과 응력 등의 역학량을 추정하기는 어렵다. 그 이유는 현장에서 계측이 가능한 적은 변위수로부터 라이닝의 응력상태를 추정할 수 없기 때문이다. 계측의 시간과 비용을 고려해 볼 때, 계측자료를 이용할 수 있는 기법의 개발은 시급한 연구과제라 할 수 있다. 본 연구에서는 터널계측에서 계측 가능한 소수의 변위로 전테 라이닝의 변위와 응력 등의 역학량을 계산할 수 있는 역해석 모델을 개발하였다. 역해석 방법으로서 복공 외면에 작용하는 외력의 자승이 최소화될 때 해를 구하는 방법을 사용하였다. 라이닝 외면에 작용하는 하중을 가정하여 유한요소법으로 변위와 응력을 계산하고, 여기서 얻은 몇개의 변위를 계측 변위로 가정하여 역해석 모델에 입력함으로써 절점 변위, 요소의 변형율 및 응력 등을 다시 구하였다. 처음 계산된 변위와 역계산으로 구한 변위를 비교함으로써 모델의 신뢰성을 평가하였다. 자동계측으로 라이닝의 비교적 정확한 계측을 수행하고 있는 지하철 한강 하저터널 현장에서 얻은 계측변위를 개발한 역해석 모델을 적용하여 실제 계측한 응력과 유사한 결과를 얻었다.

• 한국항공운항학회지
• /
• 제28권2호
• /
• pp.53-62
• /
• 2020

This study is to evaluate the accuracy of the meteorological information provided for the aircraft operating at low altitude. At first, it is necessary to identify crucial elements of weather information closely related to flight safety during low altitude flights. The study conducted a survey of pilots of low altitude aircraft, divided into pre-flight and in-flight phases, and reached an opinion that wind direction, wind speed, cloud coverage and ceiling and visibility are important items. Related to these items, we compared and calculated the accuracy of TAFs and METARs from Taean Airfield, Seosan Airport and Gunsan Airport because of their high number of domestic low-altitude flights. Accuracy analysis evaluated the accuracy of two numerical variables, Mean Absolute Error(MAE) and Root Mean Square Error(RMSE), and the cloud coverage which is categorical variable was calculated and compared by accuracy. For numeric variables, one-way ANOVA, which is a parameter-test, was approached to identify differences between actual forecast values and observations based on absolute errors for each item derived from the results of MAE and RMSE accuracy analyses. To determine the satisfaction of both normality assumptions and equivalence variability assumptions, the Shapiro-Wilk test was performed to verify that they do not have a normality distribution for numerical variables, and for the non-parametric test, Kruscal-Wallis test was conducted to determine whether or not they are satisfied.

• 한국지진공학회논문집
• /
• 제15권6호
• /
• pp.19-31
• /
• 2011

현행 국내 내진 성능 평가 기준에서 사용하고 있는 필댐의 동적 상세 해석에 대한 안전성 평가 기준은 지진 하중 조건에 의해 발생되는 댐마루 연직방향, 횡방향 최대 변위가 정적하중에 의한 변위를 포함하여 제체 높이의 1% 이하로 규정하고 있다. 그러나 이는 이론적 근거가 부족하여, 평가 기준에 대한 합리성 검토가 필요하다. 중약진 지역에 속하는 국내 지진학적 특성상 지진시 댐 계측 데이터로 근거를 마련하기가 어려운 실정으로, 본 연구에서는 국외 계측 데이터 D/B 등 다양한 자료를 바탕으로 안전성 평가 기준을 검토하였다. 추가적으로 원심모형시험과 수치해석을 함께 수행하여, 변형 기준을 검토하였다. 또한, 수치시뮬레이션을 통하여 매개 변수 분석을 수행하고, 댐체의 횡방향 변위와 침하에 대한 영향을 분석하고 변형 기준과 비교, 검토하였다.