• Coupled systems mechanics
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• 제5권3호
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• pp.235-254
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• 2016

A numerical model for fluid-structure interactions (abbr. FSI) is presented in the context of sloshing effects in movable, partially filled tanks to improve understanding of interactions between the fluid and the dynamics of a tank flexibly attached to a vehicle. The purpose of this model is to counteract the penalizing impact of the added mass effect on classical partitioned FSI coupling scheme: the proposed investigation is based on an added mass corrected version of the classical strongly coupled partitioned scheme presented in (Song et al. 2013). Results show that this corrected version systematically allows convergence to the coupled solution. In the rare cases where convergence is already obtained, the corrected version significantly reduces the number of iterations required. Finally, it is shown that the convergence limit imposed by added mass effect for the non-corrected coupling scheme, is directly dependent on the aspect ratio of the fluid domain and highly related to the precision order of the temporal discretization scheme.

• 대한전자공학회논문지SD
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• 제48권7호
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• pp.17-22
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• 2011

본 논문에서는 인덕티브 커플링 송수신 회로를 위한 효과 적인 신호 전달 기법을 제안하기 위하여 인덕티브 커플링 채널과 기존의 신호 전달 기법들을 분석 하였다. 신호 전달 기법을 공정히 비교하기 위하여 새로운 성능 비교 지수를 소개하고 이를 토대로 비교 결과를 산출할 시 NRZ 신호 전달 기법이 기존에 제안 되었던 BPM 신호 전달 기법보다 더 우수함을 나타내었다. 모의실험은 CMOS 0.13${\mu}m$ 공정을 이용하여 송수신 회로를 설계하였으며 인덕터는 칩 내 spiral 인덕터를 가정하여 모델링 하였다.

• Journal of the Optical Society of Korea
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• 제2권2호
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• pp.80-82
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• 1998

A new fiber coupling scheme using thermally over-expanded core(TOEC) fiber was proposed and demonstrated. In the coupling experiment between 1.3${\mu}{\textrm}{m}$ FP-LD and the proposed TOEC fiber with a tapered hemispherical microlens. superior performances such as a long working distance, a high coupling efficiency, and large misalignment tolerances were verified experimentally.

• Wind and Structures
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• 제20권3호
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• pp.423-448
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• 2015

In this paper the unsteady fluid-structure interaction (FSI) problems with large structural displacement are solved by partitioned solution approaches in the arbitrary Lagrangian-Eulerian finite element framework. The incompressible Navier-Stokes equations are solved by the characteristic-based split (CBS) scheme. Both a rigid body and a geometrically nonlinear solid are considered as the structural models. The latter is solved by Newton-Raphson procedure. The equation governing the structural motion is advanced by Newmark-${\beta}$ method in time. The dynamic mesh is updated by using moving submesh approach that cooperates with the ortho-semi-torsional spring analogy method. A mass source term (MST) is introduced into the CBS scheme to satisfy geometric conservation law. Three partitioned coupling strategies are developed to take FSI into account, involving the explicit, implicit and semi-implicit schemes. The semi-implicit scheme is a mixture of the explicit and implicit coupling schemes due to the fluid projection splitting. In this scheme MST is renewed for interfacial elements. Fixed-point algorithm with Aitken's ${\Delta}^2$ method is carried out to couple different solvers within the implicit and semi-implicit schemes. Flow-induced vibrations of a bridge deck and a flexible cantilever behind an obstacle are analyzed to test the performance of the proposed methods. The overall numerical results agree well with the existing data, demonstrating the validity and applicability of the present approaches.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2005년도 추계 학술발표회 제17권2호
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• pp.53-56
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• 2005

This paper investigates the effect of ductile deformation behavior of high performance hybrid fiber-reinforced cement composites (HPHFRCCs) on the shear behavior of coupling beams to lateral load reversals. The matrix ductility and the reinforcement layout were the main variables of the tests. Three short coupling beams with two different reinforcement arrangements and matrixes were tested. They were subjected to cyclic loading by a suitable experimental setup. All specimens were characterized by a shear span-depth ratio of 1.0. The reinforcement layouts consisted of a classical scheme and diagonal scheme without confining ties. The effects of matrix ductility on deflections, strains, crack widths, crack patterns, failure modes, and ultimate shear load of coupling beams have been examined. The combination of a ductile cementitious matrix and steel reinforcement is found to result in improved energy dissipation capacity, simplification of reinforcement details, and damage-tolerant inelastic deformation behavior. Test results showed that the HPFRCC coupling beams behaved better than normal reinforced concrete control beams. These results were produced by HPHFRCC's tensile deformation capacity, damage tolerance and tensile strength.

• 한국통신학회논문지
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• 제32권8B호
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• pp.492-501
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• 2007

UMTS-WLAN 망 연동을 통해 두 서비스가 가진 장점을 극대화 하고자 하는 연구에 관심이 집중되고 있다. 연동망을 통해 사업자는 망 구축 및 운용 비용을 절감할 수 있으며, 사용자는 지역에 따라 최적의 서비스를 제공받을 수 있다. 현재 연구되고 있는 UMTS-WLAN 연동 방식은 크게 MIP(Mobile IP) 기반의 Loose coupling 방식과 Telecom Emulation 기반의 Tight coupling 방식이 있다. 본 논문에서는 이 두 방식의 결합된 형태의 새로운 연동망 구조 및 빠른 수직적 핸드오버를 위한 절차를 제안하였다. 제안된 방식은 3GPP에서 제시한 연동망 참조 모델의 기반 위에 MIP를 통해 단말의 이동성 관리가 가능하며, GGSN과 PDG 경계구간에 MA(Mobility Anchor)를 제안하여 단말의 L2 핸드오버 이전에 네트워크 측에서 사전 인증 및 세션을 미리 확립함으로써 Seamless한 서비스 제공이 가능하도록 하였다. 제안된 방식의 성능을 검증하기 위해 OPNET을 이용한 시뮬레이션을 수행하였으며 이를 통해 제안 방안의 우수성을 검증하였다.

• Geomechanics and Engineering
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• 제28권5호
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• pp.437-454
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• 2022

The hydro-mechanical (HM) two-way sequential coupling in the TOUGH2-FLAC3D linking algorithm is validated completely and successfully in both M to H and H to M directions, which are initiated by mechanical surface loading for geomechanical validation and hydrological groundwater pumping for hydrogeological validation, respectively. For such complete and successful validation, a TOUGH2-FLAC3D linked numerical model is developed first by adopting the TOUGH2-FLAC3D linking algorithm, which uses the two-way (fixed-stress split) sequential coupling scheme and the implicit backward time stepping method. Two geomechanical and two hydrogeological validation problems are then simulated using the linked numerical model together with basic validation strategies and prerequisites. The second geomechanical and second hydrogeological validation problems are also associated with the Mandel effect and the Noordbergum and Rhade effects, respectively, which are three phenomenally well-known but numerically challenging HM effects. Finally, sequentially coupled numerical solutions are compared with either analytical solutions (verification) or fully coupled numerical solutions (benchmarking). In all the four validation problems, they show almost perfect to extremely or very good agreement. In addition, the second geomechanical validation problem clearly displays the Mandel effect and suggests a proper or minimum geometrical ratio of the height to the width for the rectangular domain to maximize agreement between the numerical and analytical solutions. In the meantime, the second hydrogeological validation problem clearly displays the Noordbergum and Rhade effects and implies that the HM two-way sequential coupling scheme used in the linked numerical model is as rigorous as the HM two-way full coupling scheme used in a fully coupled numerical model.

• 한국추진공학회:학술대회논문집
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• 한국추진공학회 2005년도 제25회 추계학술대회논문집
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• pp.407-410
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• 2005

고성능 액체 로켓엔진에서 일반적으로 사용되는 기체-액체형 분사기가 장착된 연소실의 음향장을 수치적으로 해석하였다. 해당 분사기는 반파장 공명기의 역할을 할 수 있다. 다수의 공명기가 장착된 경우 연소실과 분사기간의 음향학적인 연계성으로 특이한 음향학적 특성이 관측되었다. 분사기 길이가 반파장 공명기 길이에 도달함에 따라 분사기와 연계된 새로운 음향 모드가 나타났으며, 그 음향 모드의 감쇠인자는 상당히 작았다. 따라서, 분사기의 음향감쇠 효과를 최적화 하려면 본래의 반파장 길이보다 약간 작은 길이를 갖도록 해야함을 알았다.

• 한국통신학회논문지
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• 제37권8A호
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• pp.706-711
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• 2012

멀티레벨셀 낸드 플래시 메모리는 한 셀에 2비트 이상의 데이터를 저장 할 수 있는 기술이다. 현재 2비트를 한 셀에 저장하는 기술만 상용화 되었다. 이는 3비트 이상을 저장하게 되면, 각 레벨의 간격이 좁아져서 데이터의 오류가 많이 발생하는데 이를 극복하기가 어렵다. 오류의 원인으로 여러 가지가 있지만, 그 중에서도 커플링 잡음이 가장 문제가 된다. 따라서 본 논문에서는 4비트를 한 셀에 저장하는 채널에 커플링 잡음을 가정하여 성능의 개선을 실험하였으며, 메모리 공간을 줄이기 위하여 커플링 제거기에 윈도우 크기의 데이터를 활용하여 성능을 비교하였다. 플래시 메모리에서 데이터를 읽는 가장 기본 방법인 문턱 전압 비교 방법을 구현하여 제안한 방법과 성능을 비교 하였다.

• 방사성폐기물학회지
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• 제21권1호
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• pp.175-182
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• 2023

APro, a modularized process-based total system performance assessment framework, was developed at the Korea Atomic Energy Research Institute (KAERI) to simulate radionuclide transport considering coupled thermal-hydraulic-mechanical-chemical processes occurring in a geological disposal system. For reactive transport simulation considering geochemical reactions, COMSOL and PHREEQC are coupled with MATLAB in APro using an operator splitting scheme. Conventionally, coupling is performed within a MATLAB interface so that COMSOL stops the calculation to deliver the solution to PHREEQC and restarts to continue the simulation after receiving the solution from PHREEQC at every time step. This is inefficient when the solution is frequently interchanged because restarting the simulation in COMSOL requires an unnecessary setup process. To overcome this issue, a coupling scheme that calls PHREEQC inside COMSOL was developed. In this technique, PHREEQC is called through the "MATLAB function" feature, and PHREEQC results are updated using the COMSOL "Pointwise Constraint" feature. For the one-dimensional advection-reaction-dispersion problem, the proposed coupling technique was verified by comparison with the conventional coupling technique, and it improved the computation time for all test cases. Specifically, the more frequent the link between COMSOL and PHREEQC, the more pronounced was the performance improvement using the proposed technique.