• 한국압력기기공학회 논문집
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• 제16권1호
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• pp.84-91
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• 2020

The APR1400 reactor stud holes can be stuck due to high temperatures, high pressure, prolonged engagement, and load changes according to pressure changes in the reactor. Threaded surfaces of a stud hole should be cleaned for the sealing of pressure in reactor vessel by removing any foreign materials which may exist in the stud holes. Human workers can access to the stud hole for the cleaning of stud holes manually, but the radiation exposure of human workers is increased. Robot is an effective way to work in hazardous area. So we introduced robot for the cleaning of stud holes. Localization of mobile robots is generally based on odometry, but with increased mileage, position errors can be accumulated. In order to eliminate cumulative error and to ensure stability of its driving, laser sensors and new control algorithm were utilized. The distance between the robot and the wall was measured by laser sensors, and the control algorithm was implemented so as to travel the desired trajectory by using the measured values from sensors. The performance of driving and hole sensing were verified through field application, and mobile robot was confirmed to be applicable to the APR 1400 NPP.

• 한국세라믹학회지
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• 제48권1호
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• pp.74-79
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• 2011

The pore generation technology using GHM (Glass Hollow Microsphere) was studied in order to reduce the weights of porcelain. In this study, we verify the property of modified slurry by adding GHM. The modified slurry was prepared by adding 1.0~2.5 wt%(K1), 1.0~6.0 wt%(K37) of GHM to the slurry for porcelain. The slurry viscosity were stable inside a content range of 1.0~2.5 wt%(K1), 1.0~6.0 wt%(K37). However, the viscosity of modified slurry increased more than 3.0 wt%(K1) and 6.5 wt%(K37). The formed specimen by slip casting was fired at $1229^{\circ}C$, $1254^{\circ}C$. As the amount of GHM content increased, the weight decreased and the addition of 1.0~2.5 wt%(K1), 1.0~6.0 wt%(K37) of GHM resulted in a weight drop of 30%(K1) and 25(K37). However, when the GHM content increased, the strength decreases over 70%. This is caused by the presence of a large volume of surface defects (pores) and defects from the agglomeration of GHM.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2001년도 춘계학술대회논문집A
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• pp.932-938
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• 2001

This study is concerned with the shape optimization of stem for the artificial hip prosthesis with unbonded cement mantle. The artificial hip prosthesis with unbonded cement mantle allows a stem to slip on cement mantle because of polished stem surface. Unbonded cement mantle type has several advantages compared with bonded cement mantle type, for example, small micro motion, preventing stress shielding and so on. In this study, 2-dimensional axisymmetric model was developed with considering characteristics of unbonded cement mantle. Moreover, optimal shape of stem was obtained by using feasible direction method. The objective of this optimization is maximizing supported vertical loading. The slip motion and stresses of stem, cement mantle and bone is used for constraints. The optimal shape which obtained by this study has slope of 0.15 in proximal part and maintains the width about 5mm in distal part In addition, simplified 3-dimensional analysis which applying optimal shape is carried out. The result of 3-dimensional analysis showed that optimal shape has some advantages for cement mantle stress. However, more realistic 3-dimensional analysis which including bending effect, complex geometries etc. is needed in further research.

• 한국정밀공학회지
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• 제32권7호
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• pp.603-609
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• 2015

Railway vehicles driven by wheels obtain force required for propulsion and braking by adhesive force between wheels and rails, this adhesive force is determined by multiplying adhesion coefficient of the friction surface by the applied axle load. Because the adhesion coefficient has a peak at certain slip velocity, it is important to determine the maximum values of the friction coefficient on the contact area. But this adhesive phenomenon is not clearly examined or analyzed. Thus we have developed new test procedure using the scaled adhesion test-bench for analyzing of the adhesion coefficient between wheel and rail. This adhesion test equipment is an experimental device that contacts mutually with twin disc which are equivalent to wheels and rails of railway vehicles.

• 접착 및 계면
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• 제16권2호
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• pp.63-68
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• 2015

본 연구에서는 carboxylic acid group이 도입된 열가소성 폴리우레탄(thermoplastic polyurethane, TPU)과 동적 가교형 TPV (thermoplastic vulcanizate)계 열가소성 탄성체를 제조하였으며, 탄성체 분자구조 내 acid group의 도입에 따른 기계적 물성, 그립성, 데브리스, 접촉각 및 접착특성 변화에 대해서 평가하였다. 연구결과 acid group이 도입된 경우 수소결합의 증가로 인해 기계적 물성과 wet slip 특성이 향상되었으며, 카르복시산에 의해 표면 극성이 증가되었기 때문에 접착력 또한 향상되었다. 그리고 acid group이 도입된 TPU를 사용해서 TPV를 제조한 결과 TPU 자체에 비해 감성특성과 데브리스(debris) 특성이 향상되었다.

• 한국전산구조공학회논문집
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• 제16권1호
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• pp.53-58
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• 2003

탄소섬유쉬트는 경량, 고강도, 우수한 내식성, 그리고 간편한 시공성 때문에 많은 종류의 철근콘크리트 부재의 보강에 사용되고 있다. 그러나 탄소섬유쉬트에 의해 보강된 철근콘크리트 부재의 파괴거동은 탄소섬유쉬트와 콘크리트 표면의 부착특성에 따라 크게 달라진다. 본 연구에서는 탄소섬유쉬트와 콘크리트 사이의 경계면에 링크요소를 이용함으로써 탄소섬유쉬트와 콘크리트 사이의 부착거동의 변화를 고려한 부착응력-미끄럼 모델을 제안하였다. 또한 이 방법의 유효성을 알아보기 위하여 탄소섬유쉬트로 보강된 철근콘크리트 보의 파괴거동에 대한 해석을 실시하여 실험결과와 비교하였다. 그 결과 본 연구에서 제안된 모델을 이용한 해석결과는 실험결과와 비교적 잘 일치함을 알 수 있었다.

• Geomechanics and Engineering
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• 제10권5호
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• pp.657-676
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• 2016

In this paper, the active lateral earth pressure is evaluated using the stress characteristics or slip line method. The lateral earth pressure is expressed as the lateral earth pressure coefficients due to the surcharge, the unit weight and cohesion of the backfill soil. Seismic horizontal and vertical pseudo-static coefficients are used to consider the seismic effects. The equilibrium equations along the characteristics lines are solved by the finite difference method. The slope of the ground surface, the wall angle and the adhesion and friction angle of the soil-wall interface are also considered in the analysis. A computer code is provided for the analysis. The code is capable of solving the characteristics network, determining active lateral earth pressure distribution and calculating active lateral earth pressure coefficients. Closed-form solutions are provided for the lateral earth pressure coefficients due to the surcharge and cohesion. The results of this study have a good agreement with other reported results. The effects of the geometry of the retaining wall, the soil and soil-wall interface parameters are evaluated. Non-dimensional graphs are presented for the active lateral earth pressure coefficients.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2013년도 춘계 학술논문 발표대회
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• pp.59-61
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• 2013

The purpose of this study was to present the necessary data concerning the selection and development of floor-coverings in view of slipperiness by comparing the relationship between CSR measured with O-Y·PSM and RCOF calculated from the result of gait analysis. CSR was calculated from maximum tensile load(Pmax) divided by perpendicular load(785N) when pulled 18 degrees upward the moment the bottom of the slip piece contacted the surface of the test piece. RCOF was calculated based on Fy/Fz from when horizontal load reached the maximum point within the sections from the moment the front of outsole touched the test piece to when pulled off the test piece. The results from the research were as follows: (1) Range of CSR was 0.15-1.02, which meant the differences of slipperiness of the test pieces definitely showed up. (2) RCOF are inadequate to express the characteristic about the slipperiness of the floors, since there were no differences between the test pieces.

• 전력전자학회논문지
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• 제12권3호
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• pp.248-257
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• 2007

본 논문은 사람의 근육에서 발생하는 근전위 신호를 사용하여 2 자유도를 갖는 전동의수를 구동하기 위한 제어시스템을 제안한다. 근전위 신호를 측정하기 위한 표면 근전위 센서는 근전위 신호의 출력 특성을 이용하여 근전위 센서의 입력부와 회로부를 설계한다. 제어시스템은 전동의수를 구동하기 위하여 두 개의 제어기와 전동의수의 파지력을 측정하기 위한 파지력 센서와 파지한 물체의 미끌림을 감지하기 위한 미끌림 센서로 구성되어 있다. 가상의 근전위 신호를 이용한 실험과 정상인의 실험을 통하여 제안된 제어시스템의 신뢰성을 검증하였다.

• 동력기계공학회지
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• 제18권6호
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• pp.207-214
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• 2014

Mass and flow resistance in a square ribbed microchannel have been studied numerically using the Lattice Boltzmann Method. It has been build up on two dimensional nine velocity vectors model with single relaxation time method called the Lattice Bhatnagor-Gross-Krook model. To analyze the roughness effect on the flow resistance namely the friction factor and mass flow has been discussed at the slip flow regime, $0.01{\leq}Kn{\leq}0.10$, where Kn is the Knudsen number. The wall roughness is considered by square microelements with a relative roughness height up to maximum 10% of channel height. The velocity profiles in terms of streamlines near the riblets are demonstrated to be responsible for the roughness effect. It is found that the roughness effect leads to increase the flow resistance with roughness height but it is decreased significantly with increasing the space between two roughness elements as well as the Knudsen number. In addition, the mass flow decreased linearly with increasing both roughness height and gap but significantly changed at the slip flow regime.