• Proceeding of EDISON Challenge
• /
• 2016.03a
• /
• pp.593-597
• /
• 2016

항공기의 비행 안정성을 판별하기 위해서는 정적(static)안정성과 동적(dynamic)안정성을 모두 고려해야 한다. 본 연구는 EDISON_CFD의 KFLOW_EDISON_2D3DOF, 2D_Com_P해석자를 이용해 2차원익형의 정적(static)계수와 동적(dynamic)계수를 구해 항공기 전체형상의 정적 안정성 및 동적 안정성을 분석하였다. 그 중 2015년도 인간 동력 항공기대회 건국대학교 참가 기체를 예시로 연구를 진행하였다. 주익 익형 SG6043과 미익 익형 NACA0012을 EDISON_CFD를 이용하여 각 익형의 모멘트계수를 구하고 그 결과값을 이용하여 기체의 무게중심에 대한 각 익형의 감쇠계수를 계산하였다. 그리고 주익과 미익의 면적비율과 코드길이의 비율을 고려해 전체 항공기형상의 안정성과 비행 형태를 분석하였다.

• Journal of the Korean Society for Aeronautical & Space Sciences
• /
• v.35 no.7
• /
• pp.575-580
• /
• 2007

During the conceptual design phase of a canard type high maneuverable aircraft, the low speed small scale wind tunnel test was conducted to investigate the high angle-of-attack static stability of the aircraft. In this study, 1/50th scale generic canard-body-wing model was used for the small scale wind tunnel test. For the analysis of static stability including high angle-of-attack nonlinear characteristics, the vertical tail effects were studied due to canard deflections. In addition, the nose chine effects were studied at high angle-of-attack. Based on the results obtained from the experimental study, the configuration change effects for canard type aircraft on high angle-of-attack static stability have been able to analyze.

• Proceedings of the Korean Nuclear Society Conference
• /
• 1998.05a
• /
• pp.469-474
• /
• 1998

이상 유동 지배 방정식에 두 상의 경계면 두께 개념을 도입하여 액체 내부에서의 기포 거동에 대한 동적 안정성을 이론적으로 해석하였다. 현재까지 기포의 안정성은 실험과 거시적인 물리적 이론에 의하여만 정적으로 연구되어 왔으나, 상간의 압력 불연속성을 표면장력 모델링을 이용하여 해석적으로 해결 함으로서 기포 안정성에 대한 정량적인 분석을 가능하게 하였다. 그 결과 기포의 안정성은 기존의 무차윈 Weber수 이외에 Reynolds수 그리고 유체의 점성력과 Capillary파와 관련된 무차원 수에 의해서도 영향을 받는 것으로 밝혀졌다.

• Journal of the Korean Society of Propulsion Engineers
• /
• v.13 no.6
• /
• pp.34-40
• /
• 2009

The present study describes the methods and standards for the combustion stability assessment of a thrust chamber and a gas generator as parts of a liquid rocket engine. The first method uses a statistical approach through typical static combustion tests and the second one a dynamic assessment identifying decaying characteristics of pressure fluctuations excited by a pulse generating device. Based on accumulated test results, it is concluded that the maximal values for combustion stability are 3% of a chamber static pressure with a Root-Mean-Square value of pressure fluctuations, and 10 msec with a decay time.

• Journal of the Korean Society for Aviation and Aeronautics
• /
• v.15 no.4
• /
• pp.142-147
• /
• 2007

When the aircraft is developed, several flight tests are performed including stability and controllability, performance and systems, above all the most important part of the flight test is stability test. Stability test is divided into two parts, static stability and dynamic stability. Static stability of the aircraft is typically defined in terms of its initial tendency to return to equilibrium after a disturbance and not included time concept. One of static stability, longitudinal static stability, was addressed here. The longitudinal static stability was studied from the basic theory to the flight test method and also explained data reduction method throughout the flight test. Finally showed how to meet the specifications such as ROC, FAR and MIL-specifications.

• Journal of Biomedical Engineering Research
• /
• v.20 no.5
• /
• pp.559-566
• /
• 1999

환자의 기능평가를 위하여 중요한 자세균형의 유지는 압력중심(COP) 의 동요 신호를 직접 연속적으로 계측함으로써 가능하다. COP 신호로부터 다양한 종류의 자세안정도지표를 산출할 수 있으나 임상적으로 유용한 최소한의 지표종류로는 규명된 바 없다. 이에 본 연구에서는 인체가 서있는 상태의 정적자세를 유지할 때 압력중심 신호로부터 자세안정도지표를 산출하여 분석함으로써 임상적 유용성이 가장 큰 지표의 종류를 결정하고자 하였다. 양발을 편안히 벌리거나 (FS), 모두 모으거나(FT), 한쪽발 만으로(RL, LL)서있는 자세에 대해서 양쪽 눈을 뜨거나(EO) 감은(EC)8가지 정적자세를 취하며 30초간 자세균형을 유지시켰다. 자세형태에 따른 안정도의 척도로서 신체가 지면을 차지하는 면적(S)을 사용하였다. 자세안정도지표로서 1)position deviation, 2) position turn 3) velocity의 3가지로 분류할 수 있는 18가지 지표를 설정하였다. 피검자는 20, 30, 40 ,50 대 정상인을 연령대 별로 각각 남·녀 5명씩 고르게 총 40명을 선정하여 실험하였다. 자세안정도지표 모두가 S와 비교적 높은 유의한 상관관계를 보인 바 인을 연령대 별로 각각 남·녀 5명씩 고르게 총 40명을 선정하여 실험하였다. 자세안정도지표 모두가 S와 비교적 높은 유의한 상관관계를 보인바 (상관계수=0.6∼0.8, P<0.0001), S가 자세형태를 정량화 할 수 있음을 입증하였다. 모든 지표들에 있어서 시각의 영향이 뚜렷하였으며 특히 자세가 불안해질수록 상대적으로 시각의 영향이 두드러졌다. 그러나 시각의 영향의 지표들간의 차이는 없었다. 반면 노화(연령증가)에 따른 안정도지표의 변화는 미미하였으며 위의 3가지 안정도지표분류 중 position deviation 지표만이 통계적으로 유의한(P<0.05) 상관관계를 보였다. 따라서 정적자세유지시 안정도지표로는 position deviation 지표들이 가장 예민함을 알 수 있었다. 그러나 position deviation 지표들과 연령과의 상관계수는 0.5이하로서 매우 느슨한 상관관계를 보였으며, 연령증가에 따른 자제불안정도의 증가도 매우 작아서 그 임상적 응용가능성은 의문시되었다. 또한 위에서 제시한 3가지의 분류의 지표중 position turn 과 velocity 지표의 의미에 관해서는 향후 심층적인 연구가 필요한 것으로 판단되었다.

• Journal of the Korean GEO-environmental Society
• /
• v.10 no.1
• /
• pp.49-54
• /
• 2009

The seismic slope stability is most often evaluated by the pseudo-static limit analysis, in which the earthquake loading is simplified as static inertial loads acting in horizontal and/or vertical directions. The transient loading is represented by constant acceleration via the pseudostatic coefficients. The result of a pseudostatic analysis is governed by the selection of the value of the pseudostatic coefficient. However, selection of the value is very difficult and often done in an ad hoc manner without a sound physical reasoning. In addition, the maximum acceleration is commonly estimated from the design guideline, which cannot accurately estimate the dynamic response of a slope. There is a need to perform a 2D dynamic analysis to properly define the dynamic response characteristics. This paper develops a new hybrid pseudostatic method that links the modified one-dimensional seismic site response analysis and the pseudostatic algorithm. The modified site response analysis adjusts the density of the layers to simulate the change in mass and weight of the layers of the slope with depth. Multiple analyses were performed at various locations within the slope to estimate the change in seismic response of the slope. The calculated peak acceleration profiles with depth from the developed procedure were compared to those by the two-dimensional analyses. Comparisons show that the two methods result in remarkable match. The calculated profiles are used to perform pseudostatic analysis. The results show that use of peak or a fraction of acceleration at the surface can seriously underestimate or overestimate the factor of safety, and that the proposed procedure significantly enhances the reliability of a standard procedure.

• Tunnel and Underground Space
• /
• v.12 no.3
• /
• pp.179-188
• /
• 2002

This study is to understand the effect of the vibration and the stress changes due to the excavation of 2 arch parts of a tunnel, which is a Gyungbu Express Railway tunnel, on the tunnel itself and adjacent slopes in advance, and to analyze the stability. For the estimation of ground conditions, borehole tests, borehole camera logging and seismic logging were performed. Ground properties at a specific location were determined as input constants by performing 2 dimensional analyses with possible ranges of uncertain ground properties. Static and pseudo-static (due to blasting vibration) factors of safety were calculated. The behavior of the tunnel and its vicinity due to the tunnel excavation were predicted by 3 dimensional analyses. It was also tested whether the support system was proper.

• Journal of the Korean Society of Fisheries and Ocean Technology
• /
• v.38 no.3
• /
• pp.234-240
• /
• 2002

The static stability of the otter board in relation to the angle of attack ($\alpha$) was studied analytically and experimentally from the moments of tensions and hydrodynamic force acting on it. Three flat plates of 0.5, 1.0, and 1.5 aspect ratios (λ) and four cambered plates of 5, 10, 15, and 20% camber ratios (CR) with the same aspect ratio (λ=1.5) were tested in a circulating water tank for measuring the hydrodynamic forces and moments relevant to the position of hydrodynamic center. And, center-of-pressure coefficients ($C_p$) and moment coefficients ($C_M$) of each plate as a function of the angle of attack were calculated for estimating the static stability from hydrodynamic forces. The obtained results are summarized as follows ； 1． When the angle of attack for otter board is changed from equilibrium for some reason, moments depending upon tensions of warp and sweep line always act in order to have the static stability, respectively. 2. Position of center-of-pressure of each flat plate moves from leading edge to center of plate with the increase of the angle of attack. It means that the moment of hydrodynamic force acting on flat plates also increases the static stability of plate. 3. With the increase of the angle of attack for cambered plates, the positions of center of-pressure move from trailing to leading edge, and then turn toward center of plate. As the camber ratios increase, the ranges of the angle of attack of the static un stability depending on moment of hydrodynamic force become wide.

• Tunnel and Underground Space
• /
• v.27 no.3
• /
• pp.121-131
• /
• 2017

We studied the time-dependent behaviors of rock and concrete materials by conducting the static and dynamic long-term strength tests. In particular, acoustic emission(AE) signals generated while the tests were analyzed and used for the long-term stability evaluation. In the static subcritical crack growth test, the long-term behavior and AE characteristics of Mode I and Mode II were investigated. In the dynamic long-term strength test, the fatigue limit and characteristics of generation of AE were analyzed through cyclic four points bending test. The graph of the cumulative AE hits versus time showed a shape similar to that of the creep curve with the first, second and third stages. The possibility for evaluating the static and dynamic long-term stability of rock and concrete is presented from the log - log relationship between the slope of the secondary stage of cumulative AE hits curve and the delayed failure time.