• Proceedings of the KIEE Conference
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• 2003.07b
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• pp.912-914
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• 2003

고전압 차단기용 액츄에이터는 솔레노이드, 파이로트 밸브, 유압 실린더로 구성되어 있으며, 차단기의 동작은 솔레노이드 액츄에이터의 동작에 의해 결정되기 때문에 솔레노이드 액츄에이터의 동작특성을 정확히 예측할 수 있어야 한다. 그러므로 차단기의 동작 성능을 개선하기 위해서는 솔레노이드 액츄에이터의 동작 특성을 정확히 해석하여 동작 특성에 영향을 미치는 인자를 알아내는 연구가 선행되어야 한다. 본 논문에서는 고전압 차단기용 솔레노이드 액츄에이터의 과도상태 특성을 해석하여 응답 특성에 영향을 미치는 요인을 확인하고, 솔레노이드 액츄에이터의 응답특성을 개선시킬 수 있는 방법을 제시하였다.

• Proceedings of the Korean Society for Technology of Plasticity Conference
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• 2005.05a
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• pp.258-261
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• 2005

In this paper, experimental and numerical attempts are made fur application of powder metallurgy forming technology to making the cylinder block of a hydraulic pump of which height reaches nearly 70 mm and is ten times larger than the wall thickness. Leak tests with several compositions are carried out in order to find allowable powder composition to prevent leak under high pressure in service and CAE techniques are applied to finding proper process conditions. Through the research, the possibility of the powder formed cylinder block that is very competitive from the point of both cost and mass production has been shown, even though its thickness exceeds the recommended limit considering heterogeneous density distribution caused by the friction between a powder compact and dies.

• Transactions of The Korea Fluid Power Systems Society
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• v.6 no.3
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• pp.1-9
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• 2009

Noise reduction for hydraulic pump is strongly demanded in the market with its efficiency and durability. In order to meet this demand, it is necessary to reveal mechanism for noise and relationship between the important factors. In this paper, mathematical model for cylinder pressure which is primary reason of pulsation and sound noise were established, and examined its pressure profile by simulation. Also, the valve plate of three kind types are manufactured and tested for piston pressure, pressure pulsation, and sound power level based on the tentative standard which is officially recognized.

• Journal of Wind Energy
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• v.14 no.3
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• pp.109-119
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• 2023

A structural safety evaluation was conducted for the stabbing system for the pre-piling jacket substructure currently being developed in South Korea, considering pile construction errors due to its lateral movement that may occur during construction in the ocean. Based on (1) the maximum stress generated by the stabbing system, (2) the maximum rotational displacement of the guide cone, and (3) the maximum stress generated by the horizontal hydraulic pressure cylinder, the structural safety of the stabbing system was examined under the initial loading condition and three possible load combinations during its construction. In order to evaluate the structural safety of the stabbing system, a concept of stress safety factor (= Yield stress / Max. Von-Mises stress) was used. It was found that the stabbing system considered in this study has a sufficient margin of safety.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.34 no.5
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• pp.1505-1516
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• 2014

In this study, a cylinder embedded within cemented soils was used to cause directly tensile failure of cemented soils. An existing dumbbell type direct tensile test and a split tensile test that is most general indirect tensile test were also carried out to verify the developed built-in cylinder tensile test. Testing specimens with two different sand/cement ratios (1:1 and 3:1) and two curing periods (7 and 28 days) were prepared and tested. Total 10 specimens were prepared for each case and their average value was evaluated. Unconfined compression tests were also carried out and the ratio of compressive strength and tensile strength was evaluated. The tensile strength determined by built-in cylinder tensile test was slightly higher than that by dumbbell type direct tensile test. The dumbbell type test has often failed in joint part of specimen and showed some difficulty to prepare a specimen. Among three tensile testing methods, the standard deviation of tensile strength by split tensile test was highest. It was shown that the split tensile test is applicable to concrete or rock with elastic failure but not for cemented soils having lower strength.

• Proceedings of the Korean Society for Agricultural Machinery Conference
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• 2017.04a
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• pp.152-152
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• 2017

본 연구에서는 비례제어밸브를 이용한 자율주행 트랙터 조향 시스템 제어를 위하여 저가의 임베디드 시스템을 사용한 제어기를 개발하였다. 차륜의 조향각 측정을 위하여 전륜 킹핀에 포텐시오미터를 설치하였으며, 비례제어밸브는 -10 ~ +10V의 전압으로 밸브 스풀의 위치제어를 수행하도록 하였다. 조향각 측정과 비례제어밸브의 위치제어를 위하여 각각에 AT90CAN128 AVR보드를 사용하였으며, CAN통신으로 조향각 데이터가 비례제어밸브 제어용 데이터로 전송될 수 있도록 하였다. 비례제어밸브 제어 보드에는 DAC기능을 추가하였으며 0 ~ 5V의 출력을 -10 ~ +10V의 전압으로 변환해 주는 인터페이스회로를 추가하였다. 일반적으로 GPS 등의 데이터 수신율이 20 Hz인 점을 감안하여 비례제어 밸브는 50 ms의 주기로 P-제어를 수행할 수 있도록 하였다. 향후 트랙터의 방향각을 설정하는 또 하나의 시스템으로부터 목표 조향각을 부여받는 것을 가상하여 별도의 MCU를 통해 목표 조향각을 송신한 후, 조향 유압실린더에 의한 전륜의 조향각 시간 응답 특성을 조사하였다. 실험은 트랙터의 전륜을 지면으로부터 들어올린 무 부하 상태에서 진행하였으며, 목표 조향각은 $7.5^{\circ}$, $15.0^{\circ}$, $22.5^{\circ}$ 등 3단계로 변경하며 시간응답 특성을 측정하였다. 최대 오버슈트 11%, 최소 오버슈트 8.6%, 정상상태 오차 약 $0.825^{\circ}$, 시정수(Time Constant)는 3단계의 목표 조향각 설정에서 각각 0.706초, 0.488초, 0.38초로 나타났다.

• Transactions of the Korean Society of Mechanical Engineers A
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• v.34 no.7
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• pp.919-928
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• 2010

Four patterns for width adjustment were studied with an aim to increase the width-adjustment speed in continuous casting. The main goals are to minimize the actuating force of a WAM actuator, to develop a deformation analysis model of a solidified shell in the mold, and to induce the main limit factor for the speedup of width adjustment. On the basis of the width-adjustment experiment, the notable features of four patterns types were considered, and we compared the corresponding actuating forces. For comparing the driving forces of the patterns, during the experiment, the same casting speed was maintained for each pattern. To optimize the parameter of the deformation analysis model of the solidified shell, the experiment results were applied to them. To speed up width adjustment and to reduce the driving force, we controlled the pattern parameters. The most effective pattern was the fast-mode pattern, and the taper was the main parameter that helped reduce the driving forces during the motion of the actuator.

• Tunnel and Underground Space
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• v.21 no.3
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• pp.181-191
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• 2011

It is very difficult to prepare a lab. test specimen from weak rock masses affected by faults, highly fractured zone or weathered zone. In conventional method of in situ direct shear test a rock block is sheared inside galleries, where reactions for the hydraulic jacks are available. A new in situ direct shear test apparatus has been developed in this study to perform the test inside galleries as well as open pit conditions. The apparatus is composed of normal and shear reaction plates including load transfer plates, hydraulic cylinder systems, load cells, multistage shear boxes with fixing devices, and needle rollers. Maximum size of the test block is $400{\times}400{\times}460$ mm, and procedures of the test block preparation has been suggested. To explore the field applicability of in situ direct shear test apparatus, proper test block site was investigated by extensive geological field survey. In situ direct shear test has been successful in producing most of information related to strength and deformability of the weak rock.

• Transactions of the Korean Society of Mechanical Engineers A
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• v.38 no.5
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• pp.551-557
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• 2014

This paper presents a robust lateral controller for autonomous guidance of a farm tractor in field operations. Although mechanical steering actuators have recently been used for passenger vehicles, the steering actuator of the farm tractor is based on a hydraulic system, resulting in limited bandwidth and a larger time delay. Based on a kinematic tractor model with steering actuator dynamics, a nonlinear control technique called dynamic surface control is applied to design a robust lateral controller that compensates for uncertainty owing to steering actuator and road geometry. Finally, tracking performance and robustness of the proposed controller are validated via commercial tractor simulations, with respect to the time delay of the steering actuator and road geometry (e.g., up and down hills), on a given field with a constant friction coefficient.

• The Korean Journal of Rheology
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• v.11 no.1
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• pp.1-8
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• 1999

This paper experimentally investigates the steady shear behaviors of electro-rheological(ER) fluids under flow mode at high pressure level. As for the ER fluid to be tested, two types of ER fluids are employed; water-based ER fluids (ERF 1, ERF 2) and water-free ER fluid(ERF 3). The water-based ER fluids are composed inhousingly, and the concentrations of dispersed particles are 20 wt% and 30 wt% for ERF 1 and ERF 2, respectively. To generate the flow mode at high pressure, an experimental apparatus operated by two-way hydraulic cylinder is constructed and utilized. The pressure difference is measured by the pressure sensor, while the flow rate is calculated using the measured data of the displacement sensor(LVDT). Consequently, the shear stress and shear rate are distilled by incorporating the measured data; the pressure difference and the flow rate.