• 한국윤활학회:학술대회논문집
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• 한국윤활학회 2003년도 학술대회지
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• pp.152-157
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• 2003

This study represents the newly advanced formulation of hydraulic fluids for extended drain interval and introduces the performance results of used oil samples from various excavators. The used oil samples, in this paper show that there is a sharp change in viscosity drop and moderate additive depletion when viscosity index of hydraulic oil is very high. For the extension of hydraulic fluid life, it is necessary to improve the stability of viscosity and oxidation. New target properties from the used oil analysis were proposed for extended life. Performance of newly developed hydraulic oil based on used oil analysis is compared with previously used one. The properties of new formulation are the viscosity index of 140 and improved thermal stability consists of VHVI base oil. Field test results showed the possibility of extension of fluid life. Additionally, for development of high performance product, new required properties and performances were discussed.

• 드라이브 ㆍ 컨트롤
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• 제21권1호
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• pp.8-15
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• 2024

This thesis investigates the jetting characteristics of an aerosol jet printing (AJP) process as a function of design and operating conditions. The governing equations of the AJP system are derived for experimentation and analysis. To understand the characteristics of the AJP system, it analyzes the jetting characteristics as a function of the flow rate of the carrier gas and the sheath gas, and the variation of the linewidth with the nozzle exit size based on particle tracking. The thesis focuses on computational fluid dynamics (CFD), which is a computer simulation. The particle tracking results obtained by CFD were analyzed using MATLAB. CFD analytical models can be analyzed in environments with different conditions and consider more specific situations than mathematical computational models. The validity of the CFD analysis is shown by comparing the experimental results with the CFD analysis.

• 드라이브 ㆍ 컨트롤
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• 제21권2호
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• pp.8-14
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• 2024

This paper investigates the jetting characteristics of an aerosol jet printing (AJP) process as a function of design and operating conditions. The governing equations of the AJP system are derived for experimentation and analysis. To understand the characteristics of the AJP system, this thesis analyzes the jetting characteristics as a function of the flow rate of the carrier gas and the sheath gas, and the variation of the linewidth with the nozzle exit size based on particle tracking. This thesis focuses on computational fluid dynamics (CFD), which is a computer simulation. The particle tracking results obtained by CFD were analyzed using MATLAB. CFD analytical models can be analyzed in environments with different conditions and consider more specific situations than mathematical computational models. The validity of the CFD analysis is shown by comparing the experimental results with the CFD analysis.

• 전력전자학회:학술대회논문집
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• 전력전자학회 2002년도 추계학술대회 논문집
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• pp.78-81
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• 2002

The paper discuses characteristics of an axial-flux permanent-magnet generator for a gearless wind energy system which aims to be satisfied with variable operating conditions. Design and construction of an axial-flux permanent- magnet generator with power output at 60[Hz], 300[r/min] for wind energy system is introduced. Finite-element method (FEM) is applied to analyze generator performance at variable load. The results of FE analysis show this generator Is feasible for use with a wind turbine.

• 한국건축시공학회지
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• 제14권4호
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• pp.336-342
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• 2014

전단보강근이 없는 고강도 콘크리트 보의 전단능력을 평가하기 위하여 전단경간비 2.4인 시험체를 콘크리트 압축강도 60MPa 이상의 4단계별로 제작하여 파괴하중과 전단응력을 기존의 국내외 설계기준과 비교하였다. 특히 적용가능한 한계콘크리트 압축강도 70MPa 이상인 경우 전단응력을 기존 제안식을 보정하지 않고 적용하여 실험결과와 비교하였다. 고강도 콘크리트 보의 전단파괴 강도를 결정하여 기존의 설계기준결과와 차이를 분석하고 시공현장에서 고려해야할 특기사항을 제안하고자 한다.

• 한국지진공학회논문집
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• 제24권4호
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• pp.157-167
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• 2020

In this study, a field bridge test was conducted to find the dynamic properties of cable supported bridges with resilient-friction base isolation systems (R-FBI). Various ambient vibration tests were performed to estimate dynamic properties of a test bridge using trucks in a non-transportation state before opening of the bridge and by ordinary traffic loadings about one year later after opening of the bridge. The dynamic properties found from the results of the tests were compared with an analysis model. From the result of the ambient vibration tests of the cable supported bridge with R-FBI, it was confirmed that the dynamic properties were sensitive to the stiffness of the R-FBI in the bridge, and the seismic analysis model of the test bridge using the effective stiffness of the R-FBI was insufficient for reflecting the dynamic behavior of the bridge. In the case of cable supported bridges, the seismic design must follow the "Korean Highway Bridge Design Code (Limit State Design) for Cable supported bridges." Therefore, in order to reflect the actual behavior characteristics of the R-FBI installed on cable-supported bridges, an improved seismic design procedure should be proposed.

• 지질공학
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• 제30권3호
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• pp.327-345
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• 2020

본 연구는 제주도에서 각종 개발과정 중 발생되는 지반진동이 용암동굴에 미치는 영향에 대해 분석하고, 용암동굴의 효율적인 관리보존 대책을 마련하기 위해 수행되었다. 이를 위해 제주도 거문오름동굴계분포지역에서 암질별 RMR과 Q-system 암반분류를 통해 지반상태를 평가하였고, 시추공 내에서 발파를 수행하여 만장굴 및 용천동굴에서 진동속도를 측정하였다. 암반분류 결과와 진동속도를 분석한 결과 암질이 좋을수록 진동의 영향이 크고, 암질이 불량할수록 진동영향이 작게 나타나는 경향을 보였으나 지반불균질성 등의 이유로 선형관계가 뚜렷하게 나타나진 않았다. 진동시험 결과를 토대로 진동속도(PPV)와 진동레벨(dB(V))의 상관관계식을 도출하였으며, 생활진동규제기준(진동레벨 주간 65 dB(V), 야간 60 dB(V))을 만족하려면 진동속도가 주간 0.371 cm/s, 야간 0.285 cm/s인 것으로 계산된다. 야간 진동기준이 더 보수적인 값이므로 허용진동기준은 0.285 cm/s 이하로 설정될 필요가 있다. 연구지역에서의 발파진동추정식 결정을 위하여 자승근 환산거리 및 삼승근 환산거리에 대해 선형 회귀분석을 수행한 결과, 결정계수(R²)가 0.76 이상으로 나타나 양호한 신뢰성을 가지는 것으로 평가되었다. 도출된 발파진동추정식의 자승근 관계식을 적용하여 문화재 진동기준치인 0.2 cm/s를 만족하는 장약량을 산정하였고, 동굴에서 50 m 이격된 경우 2.88 kg, 100 m 이격된 경우 11.52 kg으로 계산되었다.

• Structural Engineering and Mechanics
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• 제85권2호
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• pp.163-177
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• 2023

The design of segmental bridges, a structure that typically employs precast prestressed concrete elements and the balanced cantilever construction method for the deck, may demand a highly complex structural analysis for increased precision of the results. This work presents a comprehensive numerical analysis of a 3D finite element model using the software ANSYS, version 21.2, to simulate the constructive deck stages of the New Guaiba Bridge, a structure located in Porto Alegre city, southern Brazil. The materials concrete and steel were considered viscoelastic. The concrete used a Generalized Kelvin model, with subroutines written in FORTRAN and added to the main model through the customization tool UPF (User Programmable Features). The steel prestressing tendons used a Generalized Maxwell model available in ANSYS. The balanced cantilever constructive steps of a span of the New Guaiba Bridge were then numerically simulated to follow the actual constructive sequence of the bridge. A comparison between the results obtained with the numerical model and the actual vertical displacement data monitored during the bridge's construction was carried out, showing a good correlation.

• 한국태양에너지학회 논문집
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• 제30권4호
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• pp.29-35
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• 2010

This study has been carried out empirical research on Transparent Thin-film BIPV modules, BIPV modules installed on the exterior of the building are applied a laminated module 1kWp, double-glazing module 3kWp and triple-glazing module 1kWp. Applied to the total capacity of BIPV modules are 5kWp. In this study, design and construction process of BIPV systems is presented. In addition, through monitoring of the BIPV system, the temperature and the power characteristics of each module were analyzed. During the measurement period, the module temperature measurement results, the maximum surface temperature of $51.5^{\circ}C$ triple-glazing BIPV module showed the highest, followed by double-glazing BIPV module $49.1^{\circ}C$, $44.7^{\circ}C$ laminated modules, respectively. Power output results, the daily average double-layer modules showed 4.10kWh/day, triple-glazing module 1.57kWh, respectively 1.81kWh laminated modules. In particular, the power efficiency of triple-glazing BIPV module was lower than the power efficiency of the laminated BIPV module. This phenomenon is considered to be affected by the module temperature. In the future, BIPV modules in this study the relationship between module temperature and power characteristics plans to identify.

• Advances in concrete construction
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• 제11권2호
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• pp.141-149
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• 2021

This study is a basic research for evaluating the buildability of cementitious materials for three-dimensional (3D) printing. In the cement paste step, the thixotropy behavior according to the resting time, which represents the time interval between each layer, was analyzed. In addition, the relationship between the thixotropy behavior and 3D concrete printing buildability was derived by proposing a measurement method that simulates the 3D concrete printing buildup process. The analysis of the tendency of the thixotropy behavior according to the resting time revealed that the area of the hysteresis loop (AHyst) showed a tendency to increase and then converge as the resting time increased, which means hysteresis loop approach critical resting time for sufficient buildability. In the thixotropy behavior analysis that simulates the 3D concrete printing buildup process, the buildup ratio, which is the recovery rate of the shear stress, showed a tendency to increase and then converge as the resting time increased, which are similar results like hysteresis loop. It was concluded that AHyst and the buildup ratio can be used as parameters for determining the resting time, and they have close relationships with 3D concrete printing buildability.