• Title/Summary/Keyword: square and rectangular

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Study on Basic Characteristics of Hollow Piezoelectric Actuator for Driving Nanoscale Stamp (나노스템프 구동용 중공형 압전액추에이터 기본특성에 관한 연구)

  • Park, Jung-Ho;Lee, Hu-Seung;Lee, Jae-Jong;Yun, So-Nam;Ham, Young-Bog;Jang, Sung-Cheol
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.35 no.9
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    • pp.1015-1020
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    • 2011
  • Nanoimprint lithography has been actively investigated. This method can replicate a nanopatterned master stamp onto a thin polymer film on a silicon substrate and so on. In this study, a square-shaped hollow piezoelectric actuator is presented, which is newly developed. This actuator is used for driving a nanoscale stamp in nanoimprint lithography instead of a conventional electric motor. The fabricated prototype actuator has 95 layers and side lengths of 23 mm and 18 mm for the outer and inner squares, respectively. By adopting a novel process instead of the conventional forming process for fabricating a one-layer actuator, the one-layer is composed of four rectangular segments produced by sawing a ceramic film with a thickness of 0.3 mm. The basic characteristics on displacement and generation force of the fabricated prototype actuator are experimentally investigated. Furthermore, the displacement characteristics obtained by using a PI controller are tested and discussed.

Seismic Resistance of Concrete-filled U-shaped Steel Beam-to-RC Column Connections (콘크리트채움 U형 강재보 - 콘크리트 기둥 접합부의 내진성능)

  • Hwang, Hyeon-Jong;Park, Hong-Gun;Lee, Cheol-Ho;Park, Chang-Hee;Lee, Chang-Nam;Kim, Hyoung-Seop;Kim, Sung-Bae
    • Journal of Korean Society of Steel Construction
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    • v.23 no.1
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    • pp.83-97
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    • 2011
  • In this study, the seismic details of a concrete-encased, U-shaped steel beam-to-RC column connection were developed. Three specimens of the beam-to-column connection were tested under cyclic loading to evaluate the seismic performance of the connection. The test parameters were the beam depth and the column section shape. The depths of the composite beams were 610 and 710 mm, including the slab depth. For the RC columns, a square section and a circular section were used. Special details using diagonal re-bars and exterior diaphragm plates were used to strengthen the connections with the rectangular and circular columns, respectively. The test results showed that the specimens exhibited good strength, deformation, and energy dissipation capacities. The deformation capacity exceeded 4% interstory drift angle, which is the requirement for the Special Moment Frame.

Development of a Moving Platform for a Upright Running Mobile Robot Based on an Inverted Pendulum Mechanism (역진자 기구에 기반한 직립주행 가능 이동로봇용 구동 플랫폼 개발)

  • Lee, Se-Han;Rhee, Sang-Yong
    • Journal of the Korean Institute of Intelligent Systems
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    • v.22 no.5
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    • pp.570-576
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    • 2012
  • In this research a moving platform for a mobile robot which can run with upright posture is proposed. It is able to stand with standing arms and run uprightly based on an inverted pendulum mechanism. Conventional mobile robots generally may equip 4 wheels or 3 wheels including a caster and have good statistic stability. They need a steering mechanism to choose which way to go since they have a square or rectangular configuration with multiple wheels. When a mobile robot meets a sharply perpendicular and narrow crossroad, it may need a special steering scheme such as going forward and backward repeatedly or it sometimes cannot even pass through the crossroad because of its size. The proposed moving platform for a mobile robot changes to a upright posture which has a small planar area and is able to pass through the crossroad. We propose a moving platform for a mobile robot with a inverted pendulum mechanism and standing arms which can make the mobile robot upright.

Characteristics of a Microstrip Circularly-Polarized Aperture-Patch $8\times8$ Array Antenna (마이크로스트립 원형 편파 개구면-패치 $8\times8$ 배열 안테나의 특성)

  • 김인광;박위상
    • The Journal of Korean Institute of Electromagnetic Engineering and Science
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    • v.10 no.7
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    • pp.1022-1032
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    • 1999
  • The radiation characteristics of a microstrip circularly-polarized aperture-patch $8\times8$ array antenna are investigated at X-band. The radiator consists of a truncated square aperture on the ground plane with an inclined rectangular patch inside, and it is coupled by a microstrip line on the opposite side of the ground. The element spacing of the array was chosen as $0.8\lambda_0$so as to minimize the mutual coupling and maximize the gain. A corporate feed network was employed to distribute the power to each element through four Wilkinson and two T-junction dividers. Measurement results for the $8\times8$ array at 10 GHz showed a directivity of 26.3 dBi, a gain of 22.2 dBi, an axial ratio of 2.97 dB, and a side lobe level of -12.7dB. It was observed that when the array size increases, the directivity increases while the efficiency decreases.

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Characteristic of Wind Pressure Distribution on the Roof of Hyperbolic Paraboloid Spatial Structures (쌍곡포물선 대공간구조물의 지붕 풍압계수분포 특성)

  • You, Ki-Pyo;Kim, Young-Moon
    • Journal of Korean Association for Spatial Structures
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    • v.12 no.3
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    • pp.47-54
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    • 2012
  • The roof surface of spatial structures is often damaged or destroyed because of its light weight roof structure and materials. Many of large scale stadiums have roof structure framed with steel truss or stay cable and wrapped or covered with membrane material Teflon, and this membrane material is easily damaged and its loss is quite serious. Through such examples, it was found that the studies on wind proof design of roofs of large space structures were not sufficiently made. This study conducted wind pressure experiment and fluid analysis in order to examine the aerodynamic characteristic of the roof shape of hyperbolic paraboloid spatial structures. Although the biggest minimum peak wind pressure coefficient was shown in the edges of the roof in the wind origin direction, it decreases with the advancement to the longitudinal direction of the roof.

A Experimental Study on Gas Explosions by Variations L/D ratio in a Partially Confined Geometry (부분 밀폐 공간에서의 L/D비 변화에 따른 가스 폭발의 실험적 연구)

  • Lee, Young-Soon;Park, Dal-Jae;Ahan, Jeong-Jin;Ahan, Sung-Joon;Oh, Shin-Kyu
    • Journal of the Korean Society of Safety
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    • v.21 no.2 s.74
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    • pp.29-34
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    • 2006
  • It is revealed that these are correlated with the height of chamber deciding the turbulence extent. In the first experiment, It was examined about the effects of different multiple obstacles such as circular, triangular and square things with the rig that the dimension of original experimental rig was $700{\times}700{\times}200mm{\wedge}3$. Then the heights of chamber were increased from 200 to 1000mm. The dimensions of each obstacle were $70{\times}700{\times}{\wedge}2$ and rectangular vent area were $210{\times}700{\times}{\wedge}2$. In the second one, we performed to see the effects of locations of different multiple obstacles in 200, 500 and 800mm height from the bottom. The results are : The multiple triangular obstacles caused the highest overpressure while the lowest one was the multiple circle bars. Then, the triangular bars caused the highest flame acceleration while the circular obstacles was lowest too. The results showed that the critical height was 800mm due to the formation of turbulence. And the lesser $Av/V^{2/3}$ were small, the more pressure and pressure acceleration rate were increased.

Seismic Performane Evaluation of Flat Plate System Considering Column Aspect Ratio (무량판 구조시스템 접합부의 기둥 형상비에 따른 내진 성능 평가)

  • Lee, Hyun-Ho;Chun, Young-Soo
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.12 no.5
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    • pp.74-80
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    • 2008
  • This paper evaluates seismic capacities of slab-column joints in flat plate system which has columns with various aspect ratio as experimental parameters. Continuous - bended shear reinforcements were applied for the prevention of punching shear failure in this study. The specimens of FIS1-05, FIS1-10, and FIS1-20 have the aspect ratio of 0.5, 1.0, and 2.0 respectively. Static lateral force was applied to the specimens in a horizontal direction and vertical load was applied by constant gravity load ratio. The test results were evaluated by lateral displacement and strength of slab-column joint. Consequently, the lateral resisting capacity of rectangular type column such as FIS1-05, FIS1-20 is superior to the square type column such as FIS1-10.

Evaluating the Airtightness of Medium- and Low-Intermediate-Level Radioactive Waste Packaging Container through Finite Element Analysis (유한요소 해석을 통한 중·저준위 방사성폐기물 포장용기의 밀폐성 평가)

  • Jeong In Lee;Sang Wook Park;Dong-Yul Kim;Chang Young Choi;Yong Jae Cho;Dae Cheol Ko;Jin Seok Jang
    • KOREAN JOURNAL OF PACKAGING SCIENCE & TECHNOLOGY
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    • v.29 no.3
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    • pp.203-209
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    • 2023
  • The increasing saturation challenges in storage facilities for Low- and Intermediate-Level Radioactive Waste call for a more efficient storage approach. Consequently, we have developed a square-structured container that features a storage capacity approximately 20% greater than that of conventional drum-type containers. Considering the need to contain various radioactive wastes from nuclear power usage securely until they no longer pose a threat to human health or the environment, this study focuses on evaluating the sealing efficacy of the newly designed rectangular container using finite element analysis. Since radioactive waste containers typically do not experience external forces except under special circumstances, our analysis simulated the impact of an external force, assuming a fall scenario. After fastening the bolts, we examined the vertical stress distribution on the container by applying the calculated external force. The analysis confirms the container's stable seal.

A study of flow characterisitics in a clean room with work table (작업대가 있는 청정실내의 유동특성에 관한 연구)

  • 이재헌;이진원;이상렬
    • Transactions of the Korean Society of Mechanical Engineers
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    • v.10 no.6
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    • pp.852-860
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    • 1986
  • The effect of placing a worktable in a vertical laminar flow clean room is invesgiated by a numerical simulation. The model clean room is assumed to be a rectangular square of 2m*2m, in which a worktable of 0.8m long and 0.1m thick is located at 0.7m above the floor. Major parameters are the horizontal position of the table and the inlet flow velocity. The flow is assumed to be laminar throughout the clean room. Navier-Stokes equations with the pressure terms are directly solved by the SIMPLE algorithm. Boundary conditions at the two exits are given in terms of pressure conditions. The flow pattern, pressure loss due to viscous friction, the ratio of flow rates through each exit and pressure imbalance at the exits are calculated. All of the flow characteristics are seen to vary substantially with the location of the table, but are quite insensitive to the inlet flow velocity(Reynolds number). As an example, the flow rate through each exit can very by as much as 30% depending on the location of the table.

Secondary Buckling Behaviour of Plate under Inpane Compressive Loading (면내압축하중(面內壓縮荷重)을 받는 판(板)의 2차좌굴거동(次座屈擧動)에 관한 연구(硏究))

  • J.Y. Ko;T. Yao;J.K. Paik
    • Journal of the Society of Naval Architects of Korea
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    • v.33 no.3
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    • pp.66-80
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    • 1996
  • Recently, HT steel has been widely used in structure, and this enables to reduce the plate thickness. To use the HT steel effectively for a ship hull, the plate thickness becomes thin so that plate buckling may take place. Therefore, precise assessment of the behaviour of plat above primary buckling load is important. The plate under the load, that is called, secondary buckling load may undergo abrupt changes in wave form after primary buckling. This is very important when the collapse strength of the whole structures is considered. From this point of view, this paper discusses secondary buckling behaviour of thin plate under inplane compressive loading. A elastic large deflection analysis of plates with initial imperfection is performed assuming uniaxial compression, respectively, and the influence of secondary buckling is investigated. It is known that square plate is not influenced by non-symmetrical deflection coefficient but influenced by symmetrical deflection coefficient. Also, it has been found that rectangular plate($\alpha$=a/b) is influenced by all deflection coefficient, and the reduction of inplane stiffness of the plate after primary buckling is continued.

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