• 한국터널지하공간학회 논문집
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• 제14권6호
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• pp.637-652
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• 2012

도심지내 기존터널을 단면확대 시공하는 경우, 터널내 교통흐름을 유지하기 위하여 '${\sqcap}$'형태의 프로텍터를 설치한다. 터널내 프로텍터를 설치하면 터널 측벽하부에서 작업공간이 협소하여 록볼트 시공이 불가능해 질 수가 있다. 본 연구는 터널의 측벽하부에서 록볼트를 시공하지 않고 숏크리트만으로 보강하여 터널단면을 확대된 할 경우, 터널구조물의 안정성과 보강되는 최적의 숏크리트 두께를 제시하는데 목적이 있다. 본 연구를 위하여 3차선 NATM 도로터널을 4차선 NATM 도로터널로 확대 시공하는 경우에 대하여 수치해석을 수행하였다. 수치해석결과, 4차선 NATM 도로터널의 측벽하부에서 록볼트를 시공하지 않은 경우의 천단변위와 상반 내공변위는 록볼트를 시공한 경우와 거의 유사하였다. 다만, 하반 내공변위 및 숏크리트 응력은 록볼트를 시공하지 않은 경우가 록볼트를 시공한 경우보다 최대 0.57 mm 및 최대 1,300 kN/$m^2$ 크게 나타났다. 터널 측벽하부에서 록볼트를 시공하지 않아 추가 발생한 하반 내공변위와 숏트리트 응력은 25 cm인 기본 숏크리트 두께의 20%(25 cm${\rightarrow}$30 cm)만 증가시켜도 저감시킬 수 있다.

• 한국강구조학회 논문집
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• 제21권4호
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• pp.433-442
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• 2009

본 연구는 V노치 또는 예리한 균열이 존재하는 N 다변형 단면 입체 실린더에 대한 새로운 3차원 진동 데이터를 제시한다. 본 논문에서는 수학적으로 완전한 대수삼각다항식과 V노치 선단을 따라 존재하는 3차원 응력특이도를 명확히 다루는 허용에지함수와 함께 Ritz방법이 적용된다. 응력특이도를 포함하는 다변형 입체 실린더의 정확한 고유진동수 및 모드형상을 얻기 위해서는 에지함수가 필요하다는 것이 수렴도 분석을 통하여 입증된다.

• Physical Therapy Rehabilitation Science
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• 제13권2호
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• pp.152-162
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• 2024

Objective: This study was conducted to analyze the effect of wearable Electromyography-controlled functional electrical stimulation (EMG-controlled FES) System on Gait Function and cardiopulmonary metabolic efficiency during walking in older adults. Design: Cross-section study Methods: Total 22 older adult participants suitable to selection criteria of this study participated in this study. The EMG-controlled FES System, which functions as a wearable physical activity assist FES system was used. All participations performed randomly assigned two conditions (Non-FES assist [NFA], FES assist [FA]) of walking. In all conditions, spatio-temporal parameters and kinematics and kinetics parameters during walking was collected via 3D motion capture system and 6 minutes walking test (6MWT) and metabolic cost during walking and stairs climbing was collected via a portable metabolic device (COSMED K5, COSMED Srl, Roma, Italy). Results: In Spatio-temporal parameters aspects, The EMG-controlled FES system significantly improved gait functions measurements of older adults with sarcopenia at walking in comparison to the NFA condition (P<0.05). Hip, knee and ankle joint range of motion increased at walking in FA condition compared to the NFA condition (P<0.05). In the FA condition, moment and ground reaction force was changed like normal gait during walking of older adults in comparison to the NFA condition (P<0.05). The EMG-controlled FES system significantly reduced net cardiopulmonary metabolic energy cost, net energy expenditure measurement at stairs climbing (P<0.05). Conclusions: This study demonstrated that EMG-controlled FES is a potentially useful gait-assist system for improving gait function by making joint range of motion and moment properly.

• 한국재료학회지
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• 제32권6호
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• pp.301-306
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• 2022

This study explored the possibility of forming a coating layer containing alginic acid on the surface of a magnesium alloy to be used as a biomaterial. We formed a coating layer on the surface of a magnesium alloy using a plasma electrolytic oxidation process in an electrolytic solution with different amounts of alginic acid (0 g/L ~ 8 g/L). The surface morphology of all samples was observed, and craters and nodules typical of the PEO process were formed. The cross-sectional shape of the samples confirmed that the thickness of the coating layer became thicker as the alginic acid concentration increased. It was confirmed that the thickness and hardness of the sample significantly increase with increasing alginic acid concentration. The porosity of the surface and cross section tended to decrease as the alginic acid concentration increased. The XRD patterns of all samples revealed the formation of MgO, Mg₂SiO₄, and MgF₂ complex phases. Polarization tests were conducted in a Stimulate Body Fluid solution similar to the body's plasma. We found that a high amount of alginic acid concentration in the electrolyte improved the degree of corrosion resistance of the coating layer.

• 한국터널지하공간학회 논문집
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• 제22권3호
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• pp.261-275
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• 2020

쉴드 TBM 공법을 사용해 단층파쇄대에 소단면 공동구 터널을 굴착 시 과다한 내공변위 및 붕락 발생 가능성이 높다. 단층파쇄대로 인한 트러블 및 공기증가로 인한 공사비 손실을 최소화하기 위해 적절한 지반보강이 요구된다. 본 연구에서는 단층파쇄대의 폭, 단층점토의 존재여부, 토피고 지하수위를 매개변수로 하여 MIDAS GTS NX (Ver. 280)을 이용한 수치해석을 통해 최적보강영역을 제시하고 주변지반 거동을 알아보았다. 그 결과 단층점토가 없는 경우 최대 0.5D 만큼 지반보강 적용 시 내공변위 및 지표침하 기준을 만족하였으며, 높은 투수계수로 인해 0.5D의 차수보강 적용이 필요하다고 판단된다. 단층점토가 존재할 때 내공변위 및 지표침하는 최소 0.5D에서 최대 터널 상부 단층파쇄대 전체에 지반보강 적용 시 안정성확보가 가능하였으며, 단층점토로 인해 지하수 유출량이 기준치 이내로 발생하여 차수보강이 불필요하였다.

• 한국산업융합학회 논문집
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• 제23권2_2호
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• pp.199-207
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• 2020

These days, many different types of valves are developed in the industrial area according to their use purpose. Multiple kinds of valves are installed to control a flow and pressure of the pipe conveying fluid. Valves serve as critical roles in land plants such as power plants. The performance of equipment varies depending on valve characteristics. In this study, the internal flow analysis on Cone-type valve is conducted to analyze flow field and secure a value of the flow coefficient Cv. According to the internal flow analysis, when the flow distribution of the middle cross-section of valve was open 100%, flow field was relatively and smoothly taken out. If it was open 50%, flow recirculation region increased and a little complex flow field occurred. Unlike ball valve or butterfly valve, this valve had flow recirculation in its outlet depending on a valve opening amount. Therefore, it was found that there was no flow recirculation in the outlet of Cone-type valve.

• 융복합기술연구소 논문집
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• 제6권2호
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• pp.1-7
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• 2016

The rotating electrodynamic wheels can produce three-axial forces on the conductive target. The forces are linked strongly each other, and their magnitudes depend on the rotating speed of the wheel. However, the wheels can be used effectively as an actuating principle for transfer system of conductive material. The conductive material is a pipe with a constant cross-section or a conductive plate. In this paper, a few applications using the electrodynamic wheels as transferring means are introduced including the full description of the real hardware implementation.

• 디지털융복합연구
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• 제11권11호
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• pp.327-333
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• 2013

매우 다양한 건물들로 구성된 캠퍼스의 모든 건물들과 각 건물의 층별 호실(Room)들에 대한 정보를 쉽게 알 수 있는 방법은 거의 없다. 그런 이유로 본 논문에서는 캠퍼스 건물 정보의 입체적인 가시화를 위한 3D 시뮬레이션 시스템을 개발하였다. 본 시스템을 위해서는 실제 도면을 기반으로 각 건물 및 층별 단면도를 3D로 모델링하였으며, 실제 건물 외부 사진들을 사용하여 텍스처 매핑하였다. 사용자 인터페이스는 3D 뷰어, 메뉴 프레임으로 구분하였다. 만약 메뉴에서 건물명을 선택하면, 3D 뷰어는 선택한 건물을 줌(Zoom)하여 보여주고 메뉴 프레임은 건물과 관련된 각종 정보들을 보여주게 된다. 그리고 층별 호실(Room)을 선택하면 별도의 웹브라우저를 통하여 3D로 확인할 수 있게 하였다. 또한 3D 뷰어에서 건물을 클릭하면, 선택한 건물에 대한 정보들을 보여주게 된다. 본 시스템은 캠퍼스에 대한 건물 정보를 실감나게 제공해줄 수 있다는 점에서 매우 유용하다.

• 한국레이저가공학회지
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• 제13권4호
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• pp.14-20
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• 2010

Robot path generation and laser welding technology for manufacturing automotive body are studied. Laser welding and industrial robot systems are used with the robot based laser welding system. The laser system used in this study is 1.6kW Fiber laser, while the robot system is 6 axes Industrial robot (payload: 130kg). The robot based laser welding system is equipped with laser scanner system for remote laser welding. The laser source, robot and laser scanner system are used to increase the processing speed and to improve the process efficiency. The welding joints of steel plate are butt and lapped joints. The quality test of the laser welding are through the observation the shape of bead on plate and cross-section of welding part. The 3 dimensional laser welding for non-linear pipe welding line is performed. This paper introduces the robot based laser welding system to resolve the limited welding speed and accuracy of the conventional spot welding system.

• Geomechanics and Engineering
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• 제15권4호
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• pp.973-986
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• 2018

The objective of this paper is to present abacuses obtained from a parametric study of deep-lined tunnels using a numerical finite element model. This numerical model was implemented in software GEOMEC91, which is a two-dimensional axisymmetric model that considers the progress of excavation and the placing of the lining through the activation and deactivation of elements. It is adopted a step of excavation constant (1/3 of radius), constant velocity and circular cross section along the tunnel axis. It is used for rock mass a viscoplastic constitutive law with von-Mises criterion of viscoplasticity without hardening whose deformation rate over time is given by the Bingham model. The lining uses a linear elastic constitutive law. In total are 1716 analysis presented in 60 abacuses that show the value of ultimate convergence ($U_{eq}$) due to tunneling speed. In addition, it is shown an example of the use of the abacuses to determine the ultimate convergence ($U_{eq}$) of the tunnel and pressure ($P_{eq}$) on the lining.