• Membrane and Water Treatment
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• 제7권6호
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• pp.495-505
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• 2016

Mesoporous MCM-41 was deposited on an inexpensive disk shaped ceramic support through hydrothermal technique for ultrafiltration of $Fe^{3+}$ from aqueous solution. The ceramic support was fabricated using uni-axial compaction technique followed by sintering at $950^{\circ}C$. The characteristics of MCM-41 powder as well as the composite membrane were examined by X-ray diffraction (XRD), thermogravimetric analysis (TGA), field emission scanning electron microscope (FESEM), porosity and pure water permeation test. The XRD result revealed the good crystallinity and well-resolved hexagonally arranged pore geometry of MCM-41. TGA profile of synthesized MCM-41 zeolite displayed the three different stepwise mechanisms for the removal of organic template. The formation of MCM-41 on the porous support was verified by FESEM analysis. The characterization results clearly indicated that the accumulation of MCM-41 by repeated coating on the ceramic disk directs to reduce the porosity and pore size from 47% to 23% and 1.0 to $0.173{\mu}m$, respectively. Moreover, the potential of the fabricated MCM-41 membrane was investigated by ultrafiltration of $Fe^{3+}$ from aqueous stream at various influencing parameters such as applied pressure, initial feed concentration and pH of solution. The maximum rejection 85% was obtained at applied pressure of 276 kPa and the initial feed concentration of 250 ppm at pH 2.

• Geomechanics and Engineering
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• 제14권1호
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• pp.1-8
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• 2018

This paper presents an investigation of the liquefaction characteristics and particle crushing of isotropically consolidated silica sand specimens at a wide range of confining pressures varying from 0.1 MPa to 5 MPa during undrained cyclic shearing. Different failure patterns of silica sand specimens subjected to undrained cyclic loading were seen at low and high pressures. The sudden change points with regard to the increasing double amplitude of axial strain with cycle number were identified, regardless of confining pressure. A higher cyclic stress ratio caused the specimen to liquefy at a relatively smaller cycle number, conversely producing a larger relative breakage $B_r$. The rise in confining pressure also resulted in the increasing relative breakage. At a specific cyclic stress ratio, the relative breakage and plastic work increased with the rise in the cyclic loading. Less particle crushing and plastic work consumption was observed for tests terminated after one cyclic loading. Majority of the particle crushing was produced and majority of the plastic work was consumed after the specimen passed through the phase transformation point and until reaching the failure state. The large amount of particle crushing resulted from the high-level strain induced by particle transformation and rotation.

• 한국가시화정보학회지
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• 제8권1호
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• pp.39-45
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• 2010

The optimal design is needed for the blade geometry of the quad-rotor blades which is mainly used for Unmanned Aerial Vehicle. To do this, it is important to analyze the wakes under the blades. In the present study, the flow around the rotating blades was analyzed using PIV(Particle Image Velocimetry) and CFD(Computational Fluid Dynamics). The maximum axial velocity was measured at about 60% position toward the radial direction of the blade. The positions of vorticities in the test section obtained by PIV and CFD were turned out to be almost alike. The values in the difference of pressure coefficients at the upper and the lower blades were increased depending on the radial direction. Then, the values were decreased at the blade tip. The data of the flow analysis in the present study are expected to be served as the design of blades and ducts for the thrust improvement in the future.

• Geomechanics and Engineering
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• 제5권6호
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• pp.499-517
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• 2013

In order to investigate shear behavior of granular materials due to excavation and associated unloading actions, load-controlled plane strain compression tests under decreasing confining pressure were performed under drained conditions and the results were compared with the conventional plane strain compression tests. Four types of granular material consisting of two quartz sands and two glass beads were used to investigate particle shape effects. It is clarified that macro stress-strain behavior is more easily influenced by stress level and stress path in sands than in glass beads. Development of localized deformation was analyzed using photogrammetry method. It was found that shear bands are generated before peak strength and shear band patterns vary during the whole shearing process. Under the same test condition, shear band thickness in the two sands was smaller than that in one type of glass beads even if the materials have almost the same mean particle size. Shear band thickness also decreased with increase of confining pressure regardless of particle shape or size. Local maximum shear strain inside shear band grew approximately linearly with global axial strain from onset of shear band to the end of softening. The growth rate is found related to shear band thickness. The wider shear band, the relatively lower the growth rate. Finally, observed shear band inclination angles were compared with classical Coulomb and Roscoe solutions and different results were found for sands and glass beads.

• 드라이브 ㆍ 컨트롤
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• 제18권1호
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• pp.31-38
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• 2021

This study presents a new principle for driving the robot aimed at reducing the position error for the boresonic examination of turbine rotor. The conventional method of inspection is performed by installing manipulator onto the flange of the turbine rotor and connecting a pipe, which is then being pushed into the bore. The longer the pipe gets, the greater sagging and distortion appear, making it difficult for the ultrasonic sensor to contact with the internal surface of the bore. A pneumatic pressure will ensure the front or rear feet of the robot in close contact with the inner wall to prevent slipping, while the ball screw on the body of the robot will rotate to drive it in the axial direction. The compression force required for tight contact was calculated in the form of a three-point support, and a static structural simulation analysis was performed by designing and modeling the robot mechanism. The driving performance and ultrasonic detection ability have been tested by fabricating the robot, the test piece for ultrasonic calibration and the transparent mock-up for robot demonstration. The tests have confirmed that no slipping occurs at a certain pneumatic pressure or over.

• 한국소성가공학회:학술대회논문집
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• 한국소성가공학회 2003년도 추계학술대회논문집
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• pp.241-244
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• 2003

The productivity of hydroforming process can be increased by combining pre-forming process and post-forming process such as the bending, piercing and the embedding process. Therefore in this study, integrated studies on the hydro-embedding technology have been performed by analyzing the deformed mode of the tubes and the optimal process parameters. In the case of the embedding test the characteristics of the embedded parts, such as the shape of the screw tip, screw thread and shape of thread were investigated at various process conditions. To measure the clamping force between the embedded part and the tube, special measuring device was used.

• Composites Research
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• 제14권1호
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• pp.15-21
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• 2001

고강성 카본 섬유 복합재료의 높은 비강성을 이용하여 가압 롤러를 설계·제작하였다. 롤러 제작을 위한 최적의 적층 순서는 유한요소해석을 통해 얻어졌으며, 고무코팅층의 형상은 롤러의 축 길이를 따라 필름에 가해지는 균일 압력에 대해 계산되어진 변형에 근거하여 결정하였다. 제작된 가압 롤러의 정적 변형을 해석결과와 실험적으로 비교하였으며, 그것의 동적 독성은 진동 시험을 통하여 측정하였다.

• 한국추진공학회지
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• 제8권2호
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• pp.85-94
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• 2004

본 연구에서는 이중 와류 동축형 분사기의 설계 인자 특성 파악을 위해 실 추진제 연소 시험을 수행하였다. 본 시험에서는 물냉각이 적용된 재사용이 가능한 구리 재질의 노즐을 사용하였다. 연소 시험 시 고압 연소 조건에서 주요 설계 변수인 분무각과 함몰길이의 영향을 살펴보았다. 이 두 변수는 분사기의 연소 성능과 동특성, 수력학적인 특성에 큰 영향을 미치고 있다. 함몰영역에서의 내부혼합은 같은 유량을 보내기 위해 필요한 차압의 증가와 더불어 연소 효율을 증가시킨다. 내부 화염에 의한 분사기 차압은 LOx 축 방향 모멘텀 및 함몰길이의 변경을 통해 감소 또는 증가됨을 알 수 있었다. 또한 연소기에서 발생하는 동압 특성은 분사기의 형상에 따라 변화함을 알 수 있었다.

• 한국터널지하공간학회 논문집
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• 제6권4호
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• pp.315-326
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• 2004

터널 주변지반에 다양한 형태로 존재하는 불연속면이 터널 라이닝의 거동에 미치는 영향을 규명하기 위해, 주절리의 각도와 지반의 측압조건을 변화시켜가면서 실내모형실험을 수행하였다. 실험결과, 터널라이닝에 발생하는 축력은 터널 주변지반에 존재하는 절리의 방향 및 위치에 따라 대체로 감소하는 경향을 나타내며, 이러한 경향은 측압계수가 증가함에 따라 더욱 두드러진 양상을 보이고 있다. 또한 절리각도에 따라 터널라이닝에 발생하는 최대변위와 최대응력의 발생위치가 달라지며, 절리의 영향으로 측압계수가 증가함에 따라 접선응력과 법선응력이 최대 20배 이상의 차이를 보이며, 전반적으로 터널 라이닝에는 인장응력이 집중되는 경향을 탄성이론을 통해 확인하였다.

• 한국지반공학회논문집
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• 제23권8호
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• pp.35-45
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• 2007

말뚝의 거동특성은 지반조건 뿐만 아니라 말뚝의 형상에 의해서도 영향을 받는 것으로 알려져 있다. 본 논문에서는 비배토 테이퍼말뚝과 원통형말뚝의 연직거동과 지지력 특성을 조사하기 위해서 선단지지력과 주면마찰력을 분리해서 측정할 수 있는 모형말뚝과 가압토조를 이용해서 총 12회의 모형말뚝시험을 실시하였다. 시험결과 원통형말뚝의 주면 하중은 말뚝 직경의 4%에 해당하는 침하량에서 극한치에 도달하였다. 반면 테이퍼말뚝의 주면하중은 말뚝이 침하함에 따라 계속 증가하는 경향을 보였으며, 원통형말뚝의 주면하중보다 상당히 큰 것으로 나타났다. 그리고 조밀한 지반에서는 테이퍼말뚝의 전체지지력이 원통형말뚝보다 작은 반면 상대밀도가 보통인 지반에서는 테이퍼말뚝의 전체 지지력이 원통형말뚝보다 큰 것으로 나타났다. 테이퍼말뚝의 단위 극한선단지지력은 지반의 토압계수가 0.4보다 클 때 원통형말뚝보다 컸으며, 테이퍼말뚝의 단위 극한주면마찰력은 지반의 토압계수와는 무관하게 원통형말뚝보다 큰 것을 알 수 있었다.