• 정보처리학회논문지:컴퓨터 및 통신 시스템
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• 제2권8호
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• pp.317-326
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• 2013

본 논문에서는 바이너리 프로그램의 정적인 구조를 표현하는 제어 흐름 그래프를 비교하는 방법을 제안한다. 제어 흐름 그래프를 비교하기 위해서 기본 블록에 포함된 프로그램의 명령어 및 구문 정보를 비교한 후 기본 블록 사이의 유사한 정도를 측정한다. 또한, 에지 확장을 통해 기본 블록들 간의 제어 흐름을 표현하는 그래프 에지의 유사성을 함께 반영한다. 각 기본 블록 사이의 유사도 결과를 기반으로 기본 블록을 서로 매칭하고, 기본 블록 사이의 매칭 정보를 이용해서 전체 제어 흐름 그래프의 유사도를 측정한다. 본 논문에서 제안한 방법은 자바 프로그램으로부터 추출한 제어 흐름 그래프를 대상으로 제어 흐름 구조의 유사성에 따라 두 가지 기준으로 실험을 수행하였다. 그리고, 성능을 평가하기 위해서 기존의 구조적 비교 방법을 함께 실험하였다. 실험 결과로부터 에지 확장 방법은 서로 다른 프로그램에 대해 충분한 변별력을 가지고 있음을 확인할 수 있다. 프로그램 비교에 좀 더 많은 시간이 소요되지만, 구조가 유사한 프로그램에 대한 매칭 능력에서 기존의 구조적 비교 방법에 비해 우수한 결과를 보였다. 제어 흐름 그래프는 프로그램의 분석에 다양하게 활용될 수 있으며, 제어 흐름 그래프의 비교 방법은 프로그램의 유사성 비교를 통한 코드의 최적화, 유사 코드 검출, 코드의 도용 탐지 등 다양한 분야에서 응용될 수 있을 것이라 기대된다.

• 한국추진공학회지
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• 제23권6호
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• pp.59-71
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• 2019

고체 로켓용 삭마성 내열 시스템의 수치 해석은 1960년대부터 다양한 In-house 코드로 수행되어 왔으나 Fluent, Marc, ABAQUS 등 상용코드에 서브루틴, UDF 등을 추가하여 해석 범위를 확장함으로써 상용코드의 활용 범위가 넓어지고 있다. 또한 예전에는 내열 시스템의 유동, 열반응과 구조해석을 각각 수행하였으나 근래에는 이들을 서로 연동하여 해석하는 연구들이 진행되고 있다. 본 논문에서는 내열재의 열반응 특성, 열반응 해석용 In-house 코드 그리고 상용코드로 내열 시스템의 유동, 열반응과 구조 해석을 수행한 연구동향을 고찰하였다.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2000년도 춘계학술대회논문집A
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• pp.661-665
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• 2000

A method of considering the fluid induced external force in structural dynamic analysis is presented in this study. The fluid induced pressure distribution around a structure in discrete number of orientation. and velocity is calculated by using a CFD code and tabulated as resultant forces and moments in a database. These forces and moments are interpolated and employed as external forces during the dynamic analysis of structure. The reliability and usefulness of the present method is validated by using a simple discrete system example through transient analysis. The flutter speed is obtained and compared to the analytical solution. Comparing to the method in which structural dynamic and fluid flow analyses are performed simultaneously, the present method is very efficient to save computational effort.

• 한국산업융합학회 논문집
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• 제23권6_2호
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• pp.1033-1042
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• 2020

Shale shaker which is one of the mud circulation systems is composed of a basket, a vibrator and a screen. Its purpose of a shale shaker is to induce drilling fluid to flow through a screen, transport solids across a screen surface, and discharge solids off the end of the screen. The new shale shaker for the on-shore drilling system is designed to be smaller than the original shale shaker which has the same capacity with the new on to enable to transport and to operate on the trailer. In this study, structural and vibrational analysis of shale shaker was carried out to evaluate the appropriateness of the design in terms of the structural stability.

• 한국농공학회논문집
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• 제57권6호
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• pp.69-77
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• 2015

The objective of this study was to evaluate the performance of selected sediment reduction methods to reduce sediment discharges from drain and irrigation of different types (concrete canals, soil canals). This study was carried out to analysis for the suspended sediment concentration and sediment of drain and irrigation by velocity of flow. The results of study were analysised and summerized as follow. Sedimentation characteristics and size of soil sediment from the concrete and soil canals of downstream smaller than upstream. Suspended sediment concentration and flow times from the suggestion canals bigger than open canal. Structural shape of the canal decreases the velocity of flow also affects the suspended sediment concentration and flow times.

• 한국연소학회:학술대회논문집
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• 한국연소학회 1997년도 제15회 KOSCO SYMPOSIUM 논문집
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• pp.163-173
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• 1997

This article presents an application of a large-scale structural mixing model (Broadwell et al. 1984) to the blowout of turbulent reacting jets discharging perpendicularly into an unconfined cross air-flow. In an analysis of a common stability curve, a plausible explanation can be made that the phenomenon of blowout is related only to the mixing time scale of the two flows. The most notable observation is that the blowout distance is traced at fixed positions at all times according to the velocity ratio R. Measurements of the lower blowout limits in the liftable flame agree qualitatively with the blowout parameter ${\varepsilon}$, proposed by Broadwell et al. Good agreement between the results calculated by a modified blowout parameter ${\varepsilon}^'$ and experimental results confirms the important effect of a large-scale structure in specifying the stabilization feature of blowouts.

• 대한조선학회논문집
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• 제50권1호
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• pp.33-40
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• 2013

Since most of yacht sails are made of thin fabric, they form cambered sail shape that can efficiently generate lift power by aerodynamic interaction and by external force delivered from supporting structures such as mast and boom. When the incident flow and external force alter in terms of volume or condition, the shape of sail also change. This deformation in shape has impact on the peripheral flow and aerodynamic interaction of the sail, and thus it is related to the deformation of the sail in shape again. Therefore, the precise optimization of aerodynamic performance of sail requires fluid-structure interaction (FSI) analysis. In this study, the simplified sail without camber was under experiment for one-way FSI that uses the result of flow analysis to the structural analysis as load condition in an attempt to fluid-structure interaction phenomenon. To confirm the validity of the analytical methods and the reliability of numerical computation, the difference in deformation by the number of finite element was compared. This study reproduced the boundary conditions that sail could have by rigs such as mast and boom and looked into the deformation of sail. Sail has non-linear deformation such as wrinkles because it is made of a thin fabric material. Thus non-linear structural analysis was conducted and the results were compared with those of analysis on elastic material.

• Nuclear Engineering and Technology
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• 제41권3호
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• pp.347-354
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• 2009

Welding is required for a connection between two different components in the nuclear fuel of a pressurized water reactor. This work relies on a mechanical experiment and analytic results to investigate the structural integrity of nuclear fuel in a situation where some components are not welded to each other. A series of lateral vibration tests are performed in a test facility, and the test structures are examined in terms of dynamic behavior. In the tests, the displacement signal at every grid structure that sustains fuel rods is measured and processed to identify the dynamic properties. The fluid-elastic stability of the structure is also analyzed to evaluate susceptibility to a cross flow with an assumed conservative cross flow distribution. The test and analysis results confirm that the structural integrity can be maintained even in the absence of some welding connections.

• 한국산업융합학회 논문집
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• 제24권6_2호
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• pp.773-779
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• 2021

CNG, which has recently been attracting attention as an alternative fuel in the transportation field to reduce emissions caused by global warming, is natural gas with abundant reserves and mainly composed of methane. Being in a gaseous state, natural gas requires the compression and liquefaction processes for transportation. Until now, general shut-off valves for liquid and gas piping have been developed in Korea, but there are few studies on shut-off valves for high pressures of about 200 bar. Currently, research on the flow analysis of valves is being actively conducted around the world. However, there are relatively many studies on large valves such as low-pressure valves or shipbuilding and marine, and the safety factor through structural analysis to check the structural integrity of the valve is checked at the design stage. Since it is necessary to have a fast response speed while minimizing pressure and speed loss due to flow change, basic research was conducted on the flow analysis of the valve to secure design data, and the numerical analysis was performed on high-pressure automatic shut-off valves applied to CNG refueling stations. After securing the basic valve shape through reverse engineering for advanced products, we compared the valve flow coefficient Cv coefficient with advanced products. As a result, it was found that the reverse engineering model was at the level of about 60%. However, we compared the Cv coefficient by modifying the reverse engineering model, and the result showed that it was improved to about 96%.

• 한국구조물진단유지관리공학회 논문집
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• 제12권2호
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• pp.193-200
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• 2008

탄-소성론에 근거한 콘크리트나 토질과 같은 재료의 파괴 포락선은 주응력을 축으로 하는 공간 좌표계상에서 인장의 등압(hydrostatic stress)축을 향해 기울어진 형태를 가지며 소성흐름이 상관소성흐름 법칙(associated flow rule)에 따라 결정될 경우 콘크리트의 거동 예측시에 과도한 체적 팽창률을 나타내게 된다. 본 논문에서는 콘크리트의 다축응력 하에서의 거동을 예측하기 위하여 비균일 경화(nonuniform hardening)를 적용한 5계수 파괴 포락선과 등압축 방향 성분의 소성 흐름을 수정하는 비상관 소성흐름 법칙(non-associated flow rule)을 사용하여 비선형 유한요소해석 프로그램을 개발하였으며 신뢰성 있는 연구자의 다축응력 실험결과와 유한요소해석 프로그램의 해석결과를 비교하였다.