• 한국추진공학회:학술대회논문집
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• 한국추진공학회 2008년 영문 학술대회
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• pp.243-246
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• 2008

This paper is to consider analytical thermodynamic modeling of bipropellant propulsion system. The objective of thermodynamic modeling is to predict thermodynamic conditions such as pressures, temperatures and densities in the pressurant tank and the propellant tank in which heat and mass transfer occur. In this paper also it shows analytic equations that calculate the evolution of ullage volume and interface areas. Since the ullage interface areas are time-varying,(the liquid propellant volume decreases as the rocket engine is firing; the change of ullage volume correspond to the change of liquid propellant volume) for a numerical convenience non-dimensionalized correlations are commonly used in most literatures with limitations; a few percentages of inherent error. The analytic equations are derived from analytic geometry, subsequently without inherent error. Those equations are important to calculate the heat transfer areas in the heat transfer equations. It presents the comparison result of both analytic equations and correlation method.

• 대한토목학회논문집
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• 제35권3호
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• pp.699-706
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• 2015

건설공사에서 토공작업은 구조물이 시공될 공간을 만드는 중요한 역할을 한다. 토공작업을 위해서는 다수의 장비조합이 필요하다. 이러한 장비들은 토공작업에 투입되어서 상호간에 협업을 통해서 성토 또는 절토와 운반의 역할을 수행한다. 본 연구의 목적은 토공작업에 투입된 건설장비 간 정보 인터페이스를 활성하기 위해서 필요한 프로토타입을 개발하는 것이다. 연구목적을 달성하기 위해서 본 연구에서는 토공작업에 투입된 건설장비 간 정보 인터페이스를 분석하고, 속성정보를 사용하여 데이터 모델링했으며, 모델링 결과를 기반으로 건설장비 협업체계를 지원하기 위한 건설정보 인터페이스 프로토타입을 제시했다. 프로토타입 결과를 살펴보면 일반적인 토공작업시 처리되는 일반적인 정보뿐만 아니라 장비와 장비간 정보 인터페이스를 표현하여 작업효율을 높일 수 있다는 것을 보여준다.

• 한국정보과학회논문지:시스템및이론
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• 제34권1호
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• pp.38-48
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• 2007

본 논문에서는 NURBS(Non-Uniform Rational B-Splines)로 표현된 3차원 곡면을 복원하기 위한 영상 기반 곡면 모델링 기법을 제안한다. 카메라 보정이 수행된 복수의 영상으로부터 사용자가 대응곡선을 지정하면 카메라의 정보를 이용하여 대응 곡선의 3차원 복원을 수행한다. 사용자 인터페이스에 의해 각 영상에서 곡선을 지정하기 위하여 본 논문에서는 NURBS 곡선을 이용하였으며 bilinear surface, ruled surface, generalized cylinder, surface of revolution등의 기본 곡면뿐 아니라 skinned surface, swept surface, boundary patch등의 고급 곡면 생성을 지원하여 다양한 모양의 곡면 물체를 모델링 할 수 있다. 또한 영상을 기반으로 view-dependent 텍스처 생성방법을 지원하여 좀더 사실적인 곡면의 복원을 수행한다. 생성된 3차원 곡선 또는 곡면은 VRML과 같은 표준 형식으로 출력하여 재사용할 수 있다.

• Journal of international Conference on Electrical Machines and Systems
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• 제2권4호
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• pp.436-440
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• 2013

An haptic tactile interface (HTI) is presented with its modeling. Its design is dedicated to perform friction coefficient measurement to characterize reachable feelings with that kind of interface. Friction measurements are presented and discussed.

• 한국정보처리학회:학술대회논문집
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• 한국정보처리학회 2001년도 춘계학술발표논문집 (하)
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• pp.1137-1140
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• 2001

This thesis defines an end-to-end billing process model. The processes in the model can be mapped to the TMN(Telecommunications Management Network) model which is based on an international telecommunications management standard. We have identified two interfaces in this billing process model. Part 1 of this thesis provides a protocol-independent design of the UAI(Usage Accounting interface) between the service provider and the network provider. Part 2 of this thesis provides information modeling of the UMI(Usage Metering Interface) between the network provider and the equipment provider. This interface is applied to the B-ICI(Broadband ISDN Inter-Carrier Interface) environment.

• 한국전기전자재료학회:학술대회논문집
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• 한국전기전자재료학회 2000년도 하계학술대회 논문집
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• pp.771-774
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• 2000

Recently, complex insulation method is used in insulation system for underground power delivery devices. Considering the interfaces which affect stability of insulation system, By modeling interface between Epoxy and Rubber, AC interfacial breakdown properties with variation of many conditions to influence on electrical properties were investigated. In this paper, toughened Epoxy and Silicone rubber were used for materials to make interface .

• Geomechanics and Engineering
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• 제14권4호
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• pp.387-398
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• 2018

The present study evaluates the interface shear strength between sand and different construction materials, namely steel and concrete, using direct shear test apparatus. The influence of surface roughness, mean size of sand particles, relative density of sand and size of the direct shear box on the interface shear behavior of sand with steel and concrete has been investigated. Test results show that the surface roughness of the construction materials significantly influences the interface shear strength. The peak and residual interface friction angles increase rapidly up to a particular value of surface roughness (critical surface roughness), beyond which the effect becomes negligible. At critical surface roughness, the peak and residual friction angles of the interfaces are 85-92% of the peak and residual internal friction angles of the sand. The particle size of sand (for morphologically identical sands) significantly influences the value of critical surface roughness. For the different roughness considered in the present study, both the peak and residual interaction coefficients lie in the range of 0.3-1. Moreover, the peak and residual interaction coefficients for all the interfaces considered are nearly identical, irrespective of the size of the direct shear box. The constitutive modeling of different interfaces followed the experimental investigation and it successfully predicted the pre-peak, peak and post peak interface shear response with reasonable accuracy. Moreover, the predicted stress-displacement relationship of different interfaces is in good agreement with the experimental results. The findings of the present study may also be applicable to other non-yielding interfaces having a similar range of roughness and sand properties.

• 농업과학연구
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• 제41권4호
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• pp.455-460
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• 2014

In this study, structural behavior of plastic greenhouse foundation was investigated using rational finite element modeling for structures which have different material properties each other. Because the concrete foundation of plastic greenhouse and soil which surround and support the concrete foundation have very different material property, the boundary between two structures were modeled by a interface element. The interface element was able to represent sliding, separation, uplift and re-bonding of the boundary between concrete foundation and soil. The results of static and dynamic analysis showed that horizontal and vertical displacement of concrete foundation displayed a decreasing tendency with increasing depth of foundation. The second frequency from modal analysis of structure including foundation and soil was estimate to closely related with wind load.

• 한국복합재료학회:학술대회논문집
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• 한국복합재료학회 2001년도 추계학술발표대회 논문집
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• pp.144-148
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• 2001

A proper estimation of the mechanical properties for composites has been required for better design/selection of constituents for composite materials. Present investigation shows the simulation results for ceramic reinforced metal matrix composite under uniaxial transverse tensile loading. The resulting transverse mean stress with the transverse mean strain was described for composites as a function of the volume fraction with two different types of interfacial bonding: (1)strongly bonded interface, and (2)no bonded interface. A two-dimensional finite element modeling and analysis were conducted based on the unit-cell concept with an assumption of a regular square arrangement of the reinforcement within the composite. The mean stress was generally increased with the ceramic volume fraction for composite with strong interface bonding. The micromechanics concept combined with finite element modeling for composite can be used in order to predict the transverse properties of composites with a priori known properties of constituents.

• Journal of the Korean Society for Industrial and Applied Mathematics
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• 제20권1호
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• pp.83-106
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• 2016

This paper reviews and compares three different methods for modeling incompressible and immiscible ternary fluid flows: the immersed boundary, level set, and phase-field methods. The immersed boundary method represents the moving interface by tracking the Lagrangian particles. In the level set method, an interface is defined implicitly by using the signed distance function, and its evolution is governed by a transport equation. In the phase-field method, the advective Cahn-Hilliard equation is used as the evolution equation, and its order parameter also implicitly defines an interface. Each method has its merits and demerits. We perform the several simulations under different conditions to examine the merits and demerits of each method. Based on the results, we determine the most suitable method depending on the specific modeling needs of different situations.