• Proceedings of the KIPE Conference
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• 2016.07a
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• pp.109-110
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• 2016

본 논문에서는 현재 운행되고 있는 선형 유도전동기의 슬립주파수 고정 방식이 아닌 선형 유도전동기를 이용한 자기부상열차의 슬립주파수와 수직력 및 추진력과의 관계를 이용, 열차의 가감속시 운행패턴에 따라 운행 중 슬립주파수가 가변할 수 있는 슬립주파수 가변패턴을 형성, 선형유도전동기 자기부상시스템에서의 에너지 효율향상 가능성을 검증하였다. 슬립주파수와 수직력, 추진력과의 관계를 이용 슬립주파수 일정 실효치전류제어 알고리즘과 슬립주파수 일정 벡터제어 알고리즘을 사용하여 운전조건과 슬립주파수를 변경하며 운전조건에 따른 가장 효율적인 슬립주파수의 패턴을 형성하였다. 이 후 모의시험과 실차를 이용한 실험을 통해 알고리즘에 대한 정당성과 실제 효율의 증가를 통해 타당성을 검증하였다. 앞선 두 가지 알고리즘을 통해 열차부상에 영향을 미치지 않는 범위의 수직력을 가지는 범위내에서 슬립주파수를 가변 운전 조건에 따른 최적의 슬립주파수에 대한 정보를 기반으로 운행 중 가변하는 슬립주파수를 자동열차운전(ATO)시스템에 적용 모의실험을 통해 그 적용가능성과 효율을 검증하였다.

• Proceedings of the KIPE Conference
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• 2017.11a
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• pp.65-66
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• 2017

본 논문은 자기부상열차 시스템의 부상 신뢰도 향상을 위한 선형 유도전동기의 순시 제어기법을 제안한다. 선형 유도전동기는 자기부상열차의 추진을 담당하며, 운전 속도와 입력 주파수에 따른 슬립 특성이 존재한다. 이 슬립 특성은 전동기에서 발생되는 수직력과 밀접한 관련을 보이며, 이는 부상 시스템에 외란으로 작용된다. 따라서 본 논문에서는 선형 유도전동기의 특성을 FEM 해석을 통해 정확히 분석하고, 이를 반영한 최적 슬립 주파수 간접벡터제어 기법을 통해 부상 신뢰도 향상을 위한 새로운 순시 제어기법을 제안 하였다.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.23 no.1
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• pp.95-110
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• 2010

A numerical model to simulate bond-slip behavior of composite beam bridges is introduced in this paper. Assuming a linear bond stress-slip relation along the interface between the slab and girder, the slip behavior is implemented into a finite element formulation. Adopting the introduced model, the slip behavior can be taken account even in a beam element which is composed of both end nodes only. Governing equation of the slip behavior, based on the linear partial interaction theory, can be determined from the force equilibrium and a constant curvature distribution across the section of a composite beam. Since the governing equation for the slip behavior requires the moment values at both end nodes, the piecewise linear distribution of the constant bending moment in an element is assumed. Analysis results by the model are compared with numerical results and experimental values, and load-displacement relations of composite beams were then evaluated to verify the validity of the proposed model.

• Proceedings of the KIPE Conference
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• 2015.07a
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• pp.493-494
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• 2015

본 논문에서는 선형유도전동기를 이용하는 자기부상열차의 슬립주파수 일정 벡터제어 알고리즘을 제안한다. 제안된 알고리즘은 기존의 사용했던 슬립주파수 일정 RMS제어방식에서 슬립주파수를 일정 벡터제어 방식으로 전환하여 그에따른 슬립주파수와 노치변화를 통해 더효율적인 운전 조건과 주파수를 찾기위한 시뮬레이션과 실험을 통해 제안한다.

• Proceedings of the Korea Concrete Institute Conference
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• 2009.05a
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• pp.25-26
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• 2009

This paper deals with an introduction of a numerical model which is based on finite element concept to simulate bond-slip behavior in composite beams. Correlation studies between numerical results and experimental values were conducted to verify the model.

• The Korean Journal of Rheology
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• v.9 no.3
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• pp.124-131
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• 1997

스테인레스 강(SUS 316L) 분말과 왁스계 결합제를 혼합하여 제조한 분말사출재의 유변학적 특성을 낮은 전단율에서 측정하기 위해 동심원반식 점성측정기를 이용하여 실험을 실시하였다. 측정기 벽면에서 발생하는 벽면 슬립(Slip)을 확인하고 벽면 슬립을 보정하기 위하여 두가지의 원반 간격에서 측정된 실험 자료를 이용하여 벽면 슬립을 보정하는 방법을 채택하였다. 실험 중, 측정 전단율범위를 제한하는 Thixotropy 현상을 발견학고 이에대한 원인분석을 위한 실험을 진행한 결과 과도한 전단응력에 의해서 분말사출재로부터 분리되어 나온 슬립층이 내부로 빠르게 흡수되어 들어가지 못하고 잔류하면서 Thixotropy 현상을 발 생시키는 것으로 판단되었다. Thixotropy 현상이 발생하지 않는 범위를 조사한후, 제한된 범위내에서 분말사출재의 유변학적 특성을 측정하였다. 측정된 자료는 항복응력을 지니는 유체의 특성을 표현하는 Bingham 식의 변형식에 잘 근사 되었으며, 슬립속도를 실험결과로 부터 계산한 결과 전단응력에 따라 선형적인 관계를 가지고 있는 점과 항복응력의 존재를 정성적으로 보여주는 결과를 얻었다.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.18 no.4 s.70
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• pp.335-345
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• 2005

This paper concentrates on the nonlinear analysis of prestressed concrete (PSC) containment structures. Unlike a commercialized program which adopts the perfect bond assumption between concrete and tendon in the analysis of PSC structures, a numerical algorithm to consider the slip effect, simultaneously with the use of commercialized programs such as DIANA and ABAQUS, is introduced in this paper For bonded tendons, the apparent yield stress of an embedded tendon is determined from the bond slip relationship. And for unbonded tendons, Correction for the strength and stiffness of unbonded internal tendons is achieved on the basis of an iteration scheme derived from the slip behavior of tendon along the entire length. Finally, the developed algorithm is applied to two PSC containment structures of PWR and CANDU to verify its efficiency and applicability in simulating the structural behavior of large complex structures, and the obtained result shows that both containment structures represent the ultimate pressure capacity larger than about 3 times of the design pressure.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.15 no.7
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• pp.4469-4474
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• 2014

This paper proposes a novel analysis method on the driving performance of LIM (linear induction motor) by FEM (finite element method). First, a linear model was converted with a rotation model to perform the dynamic analysis for a long time. Through the FEM model, the slip parameter for the control algorithm could be induced effectively. The LIM for the traction system was performed at a constant V/f in the region of constant torque, and a constant V and variable f in the region of constant power. Several slip characteristic curves according to the voltage and frequency were calculated by FEM in advance. The driving performance was then induced by interpolating the slip characteristic curves according to the load of the vehicle.

• Journal of Korean Society of Steel Construction
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• v.15 no.5 s.66
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• pp.499-507
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• 2003

As the load is increased on the steel-concrete composite structure, its interface begins to show nonlinear behavior due to the reduction of interaction, micro-crack, slip and separation, and it causes slip-softening, Therefore, it is essential to consider the partial-interaction analysis technique. Until now, however, full-interaction or, in some instances, the linear-elastic model, which are insufficient to simulate accurate behavior, are assumed in the analysis of composite structure since the analysis method and nonlinear model for interface are very difficult and complicated. Therefore, the design of composite structure is followed by the experimental method which is inefficient-because a number of tests have to be carried out according to the design environments. In this study, we carried out the nonlinear analysis according to various interface nonlinear models by interaction magnitude, and analyzed more accurate structural behavior and performance by maximum tangential traction and slip-softening at the interface. As a result of this study. we were able to prove that the nonlinear model of interface more exactly represents behavior after yielding, such as ultimate load: that initial tangential stiffness of interface has a significant effect on the yielding load of structural members or part: and that the maximum tangential traction and slip-softening mainly effects structural yielding and ultimate load. Therefore, the structural performance of composite structure is highly dependent on the steel-concrete interface or interaction, which may result in initial tangential stiffness, maximum tangential traction and slip-softening in nonlinear model.

• Journal of the Korean Society for Railway
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• v.12 no.6
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• pp.944-952
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• 2009

This paper presents an analytical model for calculation of crack widths in reinforced concrete structures. The model is mathematically derived from the actual bond stress-slip relationships between the reinforcement and the surrounding concrete, and the relationships summarized in CEB-FIP Model Code 1990 and Eurocode 2 are employed in this study together with the numerical analysis result of a linear slip distribution along the interface at the stabilized cracking stage. With these, the actual strains of the steel and the concrete are integrated respectively along the embedment length between the adjacent cracks so as to obtain the difference in the axial elongation. The model is applied to the test results available in literatures, and the predicted values are shown to be in good agreement with the experimentally measured data.