• 한국정보과학회논문지:소프트웨어및응용
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• 제33권1호
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• pp.44-57
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• 2006

네트워크 기술이 급격히 발전하면서 서로 다른 벤더들이 개발한 시스템들이 통합되거나 상호 운용함으로서 특정 기능을 수행한다. 이 경우 통합된 시스템의 정확성을 보증하는 상호운용성 테스트는 필수적이다. 상호운용성 테스트는 다른 벤더들이 개발한 다른 시스템이 데이타를 공유하는 경우 소프트웨어나 하드웨어의 성능을 테스트하는 것이다. 많은 연구에서 시스템의 행위를 모델링하기 위하여 EFSM(Extended Finite State Machines)을 사용하고 있고, EFSM은 테스트케이스 생성 알고리즘의 입력으로 사용된다. 그러나 대부분의 연구들은 최적의 테스트케이스 생성 알고리즘에 대한 것들로서 이들 알고리즘의 입력이 되는 EFSM 명세를 생성하는 과정에 관한 연구는 찾아보기 힘들다. 본 논문은 상호운용성 테스트를 위한 테스트케이스를 생성하는 연구로서 요구사항 분석서로부터 EFSM 명세를 생성하는 방법을 제안하고, 테스트케이스 생성의 자동화를 위하여 제안한 기법으로 생성된 EFSM을 입력으로 하여 표준화된 테스트 케이스 및 슈트를 자동 생성하기 위한 테스트케이스 생성기의 프로토타입을 구현한다. 또한 프로토타입 구현에 적용된 이론적 배경 및 알고리즘을 상세히 설명한다.

• 한국융합학회논문지
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• 제7권6호
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• pp.75-80
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• 2016

악골기형에 따른 외과적 치료방법은 상악골 또는 하악골을 직접 늘리거나 줄이는 방식을 이용한다. 골신장술(distraction osteogenesis)은 열성장한 악골에 치밀뼈절단술(corticotomy)을 시행한 후, 골신장기(jaw bone distractor)를 사용하여 간헐적인 힘을 골에 부과하며 골의 길이를 늘여주는 대표적인 방법이다. 그러나 이러한 골신장기는 피부를 관통한 채 골에 고정되기 때문에, 비심미적이며 감염이나 흉터 등의 많은 문제점이 발생한다. 이 연구에서는 구내형 골신장기(intraoral jaw bone distractor) 개발을 위해 유한요소분석을 시행하여 핵심구동부의 안정성을 시뮬레이션한 후, 골신장기를 제작하였다. 융합연구를 통하여 향후 무선형 골신장기를 제작하기 위한 기반 자료를 구축하였으며, 관련 자료는 골신장술의 근본적인 문제점을 해결할 수 있는 가능성을 제시하며, 제반 기술은 다양한 의료기기 개발 기술에 활용될 수 있다

• Geomechanics and Engineering
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• 제7권5호
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• pp.495-524
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• 2014

To investigate the soil-pile interactive performance under lateral loads, a set of laboratory model tests was conducted on remoulded test bed of soft clay and medium dense sand. Then, a simplified boundary element analysis had been carried out assuming floating pile. In case of soft clay, it has been observed that lateral loads on piles can initiate the formation of a gap, soil heave and the tension crack in the vicinity of the soil surface and the interface, whereas in medium dense sand, a semi-elliptical depression zone can develop. Comparison of test and boundary element results indicates the accuracy of the solution developed. However, in the boundary element analysis, the possible shear stresses likely to be developed at the interface are ignored in order to simplify the existing complex equations. Moreover, it is unable to capture the influence of base restraint in case of a socketed pile. To bridge up this gap and to study the influence of the initial stress state and interface parameters, a field based case-study of laterally-loaded pile in layered soil with socketed tip is explored and modelled using the finite element method. The results of the model have been verified against known field measurements from a case-study. Parametric studies have been conducted to investigate the influence of the coefficient of lateral earth pressure and the interface strength reduction factor on the results of the model.

• 동력기계공학회지
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• 제13권6호
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• pp.95-101
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• 2009

The generator for gas turbine power generation consists of the rotor which generates magnetic field, the winding coil which is the path for the field current and the wedge and retaining ring which prevents the radial movement of the coil. Relatively severe deformation was observed at the coil end section during the inspection of the generator for peaking-load operation, and the thermal-electricity and the centrifugal force were evaluated by the simple modeling of the windings to find the cause. But the simulation stress was not sufficient to induce the coil plastic deformation. The analysis result seems to be applicable to the base-load generators which runs continuously without shut down up to a year, but there had been more deformation than simulated for the generator which is started up and shut down frequently. The cause of the coil deformation was the restriction of the expansion and shrinkage. The restriction occurs when the winding coil shrinks, and the stress overwhelms the yield stress and cause the plastic deformation. The deformation is accumulated during the start-ups and shut-downs and the thermal growth occurs. The factors which induce the coil restriction during the expansion and shrinkage should be reduced to prevent the unallowable deformation. The resolutions are cutting off the field current earlier during the generator shut-down, modifying the coil end section to remove the stress concentration and making the insulation plate inserted between the coil end section and the retaining ring have the constant thickness.

• 한국지반공학회논문집
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• 제35권11호
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• pp.63-74
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• 2019

동적원심모형 시험 결과를 기준으로 액상화모델과 응답이력해석 절차에 대한 검증을 시행하였다. 사용된 동적원심모형시험 결과는 LEAP-2017(Liquefaction Experiments Analysis Project)의 일환으로 시행된 결과이다. 시험을 위한 모형지반은 오타와 F-65모래를 이용하여 강성토조 내부 수면아래 상대밀도 55%, 표면경사 5°로 조성되었다. 진폭이 변화하는 주파수 1Hz 사인파형 입력운동을 강성토조 하단에 가진하였다. 수치해석은 원심모형시험의 원형스케일에 대해서 2차원 유한차분 해석기법을 이용하여 수행되었다. 지반은 전단파괴 이전 이력감쇠를 나타내며 전단 파괴기준은 Mohr-Coulomb 모델을 따르도록 모델링 되었다. 정적평형 후 반복하중으로 인한 간극수압의 변화를 묘사하기 위하여 Byrne의 액상화 모델을 적용하였다. 액상화 해석에 적합한 흐름조건을 확인을 위하여 수치해석은 배수 및 비배수 조건으로 시행하였으며, 비배수 해석조건에서 시행된 수치해석결과가 원심모형시험과 유사한 결과를 제시함을 알 수 있었다.

• 대한기계학회논문집A
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• 제29권5호
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• pp.754-761
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• 2005

The 40\% of wall thickness criterion which has been used as a plugging rule of steam generator tubes is applicable only to a single cracked tube. In the previous studies performed by authors, several global failure prediction models were introduced to estimate the failure loads of steam generator tubes containing two adjacent parallel axial through-wall cracks. These models were applied for thin plates with two parallel cracks and the COD base model was selected as the optimum one. The objective of this study is to verify the applicability of the proposed optimum global failure prediction model for real steam generator tubes with two parallel axial through-wall cracks. For the sake of this, a series of plastic collapse tests and finite element analyses have been carried out fur the steam generator tubes with two machined parallel axial through-wall cracks. Thereby, it was proven that the proposed optimum failure prediction model can be used as the best one to estimate the failure load quite well. Also, interaction effects between two adjacent cracks were assessed through additional finite element analyses to investigate the effect on the global failure behavior.

• Structural Engineering and Mechanics
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• 제62권5호
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• pp.619-629
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• 2017

This paper focuses on the study of complete dynamic modeling and maximum dynamic load carrying capacity computation of N-flexible links and N-flexible joints mobile manipulator undergoing large deformation. Nonlinear dynamic analysis relies on the Timoshenko theory of beams. In order to model the system completely and precisely, structural and joint flexibility, nonlinear strain-displacement relationship, payload, and non-holonomic constraints will be considered to. A finite element solution method based on mixed method is applied to model the shear deformation. This procedure is considerably more involved than displacement based element and shear deformation can be readily included without inducing the shear locking in the element. Another goal of this paper is to present a computational procedure for determination of the maximum dynamic load of geometrically nonlinear manipulators with structural and joint flexibility. An effective measure named as Moment-Height Stability (MHS) measure is applied to consider the dynamic stability of a wheeled mobile manipulator. Simulations are performed for mobile base manipulator with two flexible links and joints. The results represent that dynamic stability constraint is sensitive when calculating the maximum carrying load. Furthermore, by changing the trajectory of end effector, allowable load also changes. The effect of torsional spring parameter on the joint deformation is investigated in a parametric sensitivity study. The findings show that, by the increase of torsional stiffness, the behavior of system approaches to a system with rigid joints and allowable load of robot is also enhanced. A comparison is also made between the results obtained from small and large deformation models. Fluctuation range in obtained figures for angular displacement of links and end effector path is bigger for large deformation model. Experimental results are also provided to validate the theoretical model and these have good agreement with the simulated results.

• 한국농공학회지
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• 제38권5호
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• pp.140-154
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• 1996

In this study, displacement, deformation, and stability according to change of cohesion and internal friction angle were investigated through elasto-plastic method, finite-element method, and in-site experiment when excavating soft ground using sheet pile. The results of the study were as follows : 1. The horizontal displacement was 5.5% of the excavation depth by the elasto-plastic method and 3.9% of the excavation depth by the on-site experiment at the final excavation depth(GL-8.Om) on the condition of double stair strut after excavating GL-6.Om. 2. Relationships between cohesion(c) and internal friction angle $({\varphi})$ when safety factor to the penetration depth was 1.2 is shown in the following equations : (a) c= -O.0086$({\varphi})$+ O.3(D=3m) and (b) c=-0.00933$({\varphi})$+0.14(D=4m). 3. The results of elasto-plastic method and the experiment show that possible excavation depth was GL-6.Om after setting single stair strut in a short period in terms of possibility of carrying out on the condition of experimental site on the contrary general reinforcement method, setting double stair strut after excavating GL-4.0m. 4. After setting the strut, distribution of the horizontal displacement had concentrated on the excavation base and possible local failure which the shear strain caused decreased by the strut reinforced. 5. After setting strut, displacement of sheet pile was decreased by half, the limit of stable excavation depth of ground was GL-8.Om, and the maximum horizontal displacement at the GL-8.Om was 1.6% of excavation depth by the elasto-plastic method, 0.7% of excavation depth by the finite-element method.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1988년도 학술세미나 강연집
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• pp.3-67
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• 1988

Model studies on the response of homgeneous earth embankment dams subjected to strike-slip fault movement have been penomed via centrifuge and finite element analysis. The centrifuge model tests have shown that crack development in earth embankment experiences two major patters: shear failure deep inside the embankment and tension failure near the surface. The shear rupture zone develops from the base level and propagates upward continuously in the transverse direction but allows no open leakage chnnel. The open tensile cracks develop near the surface of the embankment, but they disappear deep in the embankment. The functional relationship has been developed based on the results of the centrifuge model tests incorporating tile variables of amount of fault movement, embankment geometry, and crack propagation extent in earth des. This set of information can be used as a guide line to evaluate a "transient" safety of the duaged embankment subjected to strike-slip fault movement. The finite element analysis has supplemented the additional expluations on crack development behavior identified from the results of the centrifuge model tests. The bounding surface time-independent plasticity soil model was employed in the numerical analysis. Due to the assumption of continuum in the current version of the 3-D FEM code, the prediction of the soil structure response beyond the failure condition was not quantitatively accurate. However, the fundamental mechanism of crack development was qualitatively evaluated based on the stress analysis for the deformed soil elements of the damaged earth embankment. The tensile failure zone is identified when the minor principal stress of the deformed soil elements less than zero. The shear failure zone is identified when the stress state of the deformed soil elements is at the point where the critical state line intersects the bounding surface.g surface.

• 한국기계가공학회지
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• 제19권7호
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• pp.52-59
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• 2020

Automatic tool changers (ATCs) can be divided into drum and chain types. Drum-type ATCs contain a magazine, where the tools are mounted, and a cam gearbox, which swaps the tools via roller gear and grooved plate cams. Drum-type ATCs are advantageous in that the operating time for the tool magazine is more rapid than that of chain-type ATCs and the length of the unit is shorter. Thus, drum-type ATCs can be fabricated into various shapes and forms depending on the number of tools and the magazine size in accordance with machining center requirements and consumer demand. In particular, the price competitiveness of a machining center with a drum-type ATC is higher, while drum-type ATCs are more rigid with fewer parts, possibly reducing the need for regular servicing. This study aims to verify the structural stability and design validity of the magazine base, which is the main structure of a drum-type ATC, using finite element analysis. This study kinematically verifies the specifications of the selected drive motor and reducer and assessed the design of the cam gearbox. It also conducts a structural analysis of the roller camp, which is the core component of the cam gearbox, based on the results of the kinetodynamic analysis, thus validating the structural design.