• 한국지진공학회논문집
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• 제27권4호
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• pp.163-170
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• 2023

In the fluid-structure interaction analysis, the finite element formulation is performed for the wave equation for dynamic fluid pressure, and the dynamic pressure is defined as a degree of freedom at the fluid nodes. Therefore, to connect the fluid to the structure, it is necessary to connect the degree of freedom of fluid dynamic pressure and the degree of freedom of structure displacement through an interface element derived from the relationship between dynamic pressure and displacement. The previously proposed fluid-structure interface elements use conformal finite element meshes in which the fluid and structure match. However, it is challenging to construct conformal meshes when complex models, such as water purification plants and wastewater treatment facilities, are models. Therefore, to increase modeling convenience, a method is required to model the fluid and structure domains by independent finite element meshes and then connect them. In this study, two fluid-structure interface elements, one based on constraints and the other based on the integration of nonsmooth functions, are proposed in nonconformal finite element meshes for structures and fluids, and their accuracy is verified.

• 한국전산구조공학회논문집
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• 제15권1호
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• pp.9-20
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• 2002

본 연구의 목적은 비선형 흙-구조물 상호 작용문제를 연구하기 위한 계산 절차를 개발하는 것이다. 흙-구조물 상호 작용 거동을 연구하기 위하여 연직과 수평하중을 동시에 받은 대상기초와 강널말뚝으로 보강된 기초지반에 대한 유한 요소 수치해석을 하였으며 흙과 기초구조물 사이의 상호작용 거동을 모델하기 위하여 접합요소를 사용하였다 주 해석 결과는 다음과 같다. 1. 침하와 측방변위의 예측에 대해서는, 접합요소를 사용한 결과가 더 큰 값을 얻었다. 2. 극한지지력 결정에 대해서는 접합요소를 사용한 경우가 약 12%정도 더 작게 나타났다 3. 대상기초의 수평과 연직변위는 접합요소의 영향을 받았다.

• 한국진공학회:학술대회논문집
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• 한국진공학회 2016년도 제50회 동계 정기학술대회 초록집
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• pp.128.1-128.1
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• 2016

Nitrided-metal gates on the high-${\kappa}$ dielectric material are widely studied because of their use for sub-20nm semiconductor devices and the academic interest for the evanescent states at the Si/insulator interface. Issues in these systems with the Si substrate are the electron mobility degradation and the reliability problems caused from N defects that permeates between the Si and the $SiO_2$ buffer layer interface from the nitrided-gate during the gate deposition process. Previous studies proposed the N defect structures with the gap states at the Si band gap region. However, recent experimental data shows the possibility of the most stable structure without any N defect state between the bulk Si valence band maximum (VBM) and conduction band minimum (CBM). In this talk, we present a new type of the N defect structure and the electronic structure of the proposed structure by using the first-principles calculation. We find that the pair structure of N atoms at the $Si/SiO_2$ interface has the lowest energy among the structures considered. In the electronic structure, the N pair changes the eigenvalue of the silicon-induced gap state (SIGS) that is spatially localized at the interface and energetically located just above the bulk VBM. With increase of the number of N defects, the SIGS gradually disappears in the bulk Si gap region, as a result, the system gap is increased by the N defect. We find that the SIGS shift with the N defect mainly originates from the change of the kinetic energy part of the eigenstate by the reduction of the SIGS modulation for the incorporated N defect.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2000년도 봄 학술발표회 논문집
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• pp.289-296
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• 2000

This paper summarizes the results of a study which has quantified the evolution of the structure of sands adjacent to geomembranes of varying roughness at different stages of shearing. The results show that the structure evolution, and hence shear mechanisms for rounded uniform sands adjacent to geomembranes, are directly influenced by the surface roughness of the geomembranes. For smooth geomembranes, the shear mechanism predominantly involves sliding of sand particles and only affects the sand structure within two particle diameters of the geomembrane. For slightly textured geomembranes, the effects of interlocking and dilation of sand particles extends the zone of evolution to four particles diameters from the interface. For moderately/heavily textured geomembranes, the interlocking and dilation of sand particles is fully developed and results in large dilation in the interfacial zone, which extends up to six particle diameters from the interface. By understanding how the structure of the sand adjacent to geomembranes of different roughness changes during shearing, it may be possible to identify alternative geomembrane roughening procedures and patterns that can lead to more efficient interface designs.

• 디자인학연구
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• 제19권2호
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• pp.251-260
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• 2006

산업의 발달은 제품 성능의 대형화와 다기능화를 가능케 하였지만 복잡성을 가중시켜 제품의 사용편의성 문제가 항상 이슈로 등장한다. 따라서 효과적인 사용자-제품 상호작용을 개선시키는 중요한 설계요소 중의 하나가 사용자의 인지적 특성을 인터페이스 설계에 반영하는 것이다. 본 연구는 대표적 생활 가전제품의 하나인 세탁기의 인터페이스를 사용자의 상호작용방식을 기준으로 평가하고자 한다. 세탁기는 수많은 기능들이 메뉴 구동방식으로 제공되므로 먼저, 설문조사단계에서 경로발견알고리즘을 사용하여 사용자가 선호하는 새로운 메뉴구조를 제시하였다. 두 번째 단계에서는 이와 같은 사용자와 설계자의 메뉴구조 차이를 비교하기 위하여 세 제품을 선택한 후 작업 수행도를 평가하였고 실험작업 동안 각 제품이 제공하는 기능들의 구동방식 및 경로를 응용 상태전이도로 표현하였다. 그리고 사용자가 세 제품에서 공통적으로 선호하는 구동방식 및 작업경로를 상태전이도로 작성하였다. 그 결과, 실험작업에서 사용자가 갖는 구동방식과 작업경로는 설계자의 요구사항과 달랐지만 설문조사단계에서 확인된 인지적 메뉴구조의 구동방식과 일치함을 입증할 수 있었다. 연구의 결과는 설계자가 예상치 못한 메뉴구동방식을 제공함으로써 제품 기능의 활용도를 높이고 사용자를 위한 세탁기 인터페이스의 디자인 개선 방안으로 활용될 수 있을 것이다.

• Interaction and multiscale mechanics
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• 제5권3호
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• pp.287-318
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• 2012

We apply a partitioned-solution (iterative-staggered) coupling method based on a fixed Eulerian mesh with the level set function to a large-deformation fluid-structure interaction (FSI) problem where a large-deformable thin structure moves in a high-speed flow field, as an airbag does during deployment. This method combines advanced fluid and structure solvers-specifically, the constrained interpolation profile finite element method (CIP-FEM) for fluid Eulerian mesh and large-deformable structural elements for Lagrangian structural mesh. We express the large-deformable interface as a zero isosurface by the level set function, and introduce virtual nodes with level sets and structural normal velocities to generate the level set function according to the large-deformable interfacial geometry and enforce the kinematic condition at the interface. The virtual nodes are located in the direction normal to the structural mesh. It is confirmed that application of the method to unfolded airbag deployment simulation shows the adequacy of the method.

• 한국해양공학회지
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• 제26권1호
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• pp.34-40
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• 2012

This paper presents an experimental modal analysis of a caisson-type breakwater to produce basic information for the structural health assessment of a caisson structure. To achieve the objective, the following approaches are implemented. First, modal analysis methods are selected to examine the modal characteristics of a caisson structure. Second, experimental modal analyses are performed using finite element analyses and lab-scale model tests. Third, damage scenarios that include several damage levels in a foundation-structure interface are designed. Finally, the effects of damage on the modal characteristics are analyzed for the purpose of utilizing them for damage identification.

• 한국정보디스플레이학회:학술대회논문집
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• 한국정보디스플레이학회 2006년도 6th International Meeting on Information Display
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• pp.235-238
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• 2006

Interface formation between $12CaO{\cdot}7Al_2O_3(C12A7:e^-)$ and Alq3 was investigated using in-situ ultra-violet photoelectron spectroscopy (UPS) and X-ray photoelectron spectroscopy (XPS). The work function and vacuum level shift of $C12A7:e^-$ were change by different surface treatment from 2.6eV to 4.2eV. Also vacuum level shift $(\Delta)$ at the interface were from +0.3eV to -0.3eV.

• 한국강구조학회 논문집
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• 제15권5호통권66호
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• pp.509-518
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• 2003

본 논문에서는 강 콘크리트 경계면에 대한 비선형 해석 모델을 바탕으로 합성 구조체에 대한 비선형 구조해석을 실시하여 강 콘크리트 경계면을 모사한 인터페이스 요소에 발생하는 접선응력선 상대슬립 분포 등 합성 구조체의 경계면 거동 특성을 해석적으로 규명하였다. 연구결과 본 논문의 해석 모델인 합성 바닥판에서는 T형강-콘크리트 경계면 보다는 하부강판-콘크리트 경계면에서 접선응력의 증가가 빠르게 나타났으며, 하부강판-콘크리트 경계면에서도 인장부보다는 중립부 경계면에서 접선응력의 증가가 빠르게 진행되었다. 횡방향으로는 하중재하 위치에서 외부 측면으로 갈수록 접선응력이 완화되는 현상을 나타내었으며 종방향으로는 중앙부에서 최소, 지지점에서 $0.6{\sim}0.7L$ 지점에서 최대를 나타냈으며 이후 지지점으로 갈수록 감소하는 경향을 나타내었고, 하층이 증가하면서 경계면의 파괴가 최고 접선응력지점에서 전체영역으로 점차 확대되는 경향을 나타내었다. 이상의 연구결과는 합성 구조체의 경계면의 거동 특성과 하중전달 메카니즘을 이해하고 합리적인 전단연결재 설계를 위한 바탕을 제공할 것으로 기대된다.

• 디지털산업정보학회논문지
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• 제13권4호
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• pp.163-170
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• 2017

As the usage of smart phones continues to increase, the control UI, which users have to continue to use, sometimes finds a heavy burden on users. Therefore, in this study, we have studied the control user interface structure along with the theoretical background of the control user interface, and we have studied the role and usage of the control component based on it. Typical commonly used controls are button controls for transmission, selection controls for various selections, link controls for navigation, text controls for inputting characters, indicator controls for feedback on progress, A message control that displays information about warnings and errors, and a window control such as a dialog box. The structure of the control should be designed according to the use of the separated control to help the user efficiently use the control user interface. Based on the analysis of the theoretical usage of representative components belonging to the separated controls, we presented a new and correct way to use the control to improve the user experience. The use of improved control components will help to design the control structure efficiently and to improve the user experience.