• Journal of Welding and Joining
• /
• 제30권4호
• /
• pp.44-48
• /
• 2012

H-beam used for stiffening the upper structure of ocean plant is cut in the various shapes. The cutting process of the H-beam is done manually and requires a long time and high cost. Therefore, automation of H-beam cutting is an important task. This research aims to develop a 3-D simulator to build the automatic H-beam cutting system and to determine the optimal cutting method. The automatic H-beam cutting system composes of 6 robots including 2 cutting robots hang to a crane and 1 conveyer. The appropriate system layout for covering the various sizes and types of H-beam was tested and determined using the simulator. The H-beam cutting system uses a hybrid type of plasma and gas cutting because of special cutting shapes of H-beam. The cutting area of each cutting method should be properly divided according to the size and shape of H-beam to shorten the total cutting time. Additionally the collision between a robot and a robot or a robot and H-beam should be avoided. The optimal cutting method for the shortest cutting time without the collision could be found for the various cutting conditions by use of the simulator. 2 simulation samples shows the availability of the simulator to find the optimal cutting method.

• 소성∙가공
• /
• 제22권7호
• /
• pp.383-388
• /
• 2013

Metal flow of the beam blank during H-beam rolling was examined in order to correlate the rolling defects with the beam blank configuration. For this purpose, H-beam rolling was performed on the beam blank where stainless steel bolts were inserted as the marker at the web and flange. The positional variation of the marker was monitored at each rolling pass, and the result was compared with the 3D FEM simulation employing the point tracking function. The simulation results were reasonably agreed with the experimental within the error of 0.5~1mm on both web and flange of the H-beam. It is anticipated that the 3D FEM simulation employing the point tracking function provides the guidance information on analyzing the correlation between the rolling defects and the beam blank configuration in H-beam rolling.

• 콘크리트학회논문집
• /
• 제29권3호
• /
• pp.291-298
• /
• 2017

이 연구에서는 강재 기둥과 접합된 하이브리드 H-보-철근 콘크리트 보(HSRC)의 반복 휨 거동을 평가하였다. 실험 변수는 HSRC 보의 연결절점에 배근되는 장부철근의 유무이다. HSRC 보의 소성힌지는 RC 보보다는 기둥 접합부 부근의 H-보에서 형성되도록 유도하였다. 모든 실험체는 하중의 급격한 감소 없이 연성적인 거동을 보였으며, 비록 예상치 못한 H-기둥과 H-보 용접 접합부의 파괴가 발생하였지만, 결과적으로 4.6 이상의 변위연성비를 나타내었다. HSRC 보 시스템에서 RC 보의 균열진전, 휨 강도 및 연성에 대한 장부철근의 영향은 매우 미미하였다. HSRC 보 시스템의 휨 강도는 단면의 완전소성으로 가정하여 산정한 H-보의 최대 휨 내력에 비해 안전 측에서 평가될 수 있었다.

• 한국원자력학회:학술대회논문집
• /
• 한국원자력학회 1998년도 춘계학술발표회논문집(2)
• /
• pp.951-956
• /
• 1998

The beam extraction system for the KOMAC[1] (Korea Multi-purpose Accelerator Complex) project is to be designed to partially extract H￣ beam at both 100 and 260 MeV This paper describes a simulation study of charge changing extraction with a stripper magnet and a possible design of a H$^{0}$ extractor by utilizing the simulation study The method consists of converting the negative hydrogen (H￣) ion beam from the linac to a chosen intensity (0-100%) of neutral hydrogen (H$^{0}$ ) beam having an acceptable omittance and drifting it directly onto a stripper foil followed by a downstream beamline.

• 한국진공학회:학술대회논문집
• /
• 한국진공학회 2008년도 제34회 동계학술대회 초록집
• /
• pp.203-203
• /
• 2008

• 한국강구조학회 논문집
• /
• 제14권1호
• /
• pp.79-85
• /
• 2002

본 연구에서는 기존에 사용된 H-Beam 교량을 편향부와 외부 긴장력을 도입하여 보강효과에 의하여 지간을 증가시킬 수 있고 단면을 축소할 수 있다는 근거를 제시하였고, 유연도법을 이용하여 편향부의 효과에 의한 추가 긴장량을 산정하였다. 또한, 실험변수(긴장량, Tendon의 개수, 편향부의 유 무)에 의해서 표준실험체(기존 H-Beam)와 외부 긴장된 H-Beam 등 5개의 실험체를 제작하여 휨 실험을 실시하여 외부 긴장된 H-Beam의 역학적 거동을 연구하였다. 특히, 보강효과 및 편향부의 효과를 실험적으로 검증하였다.

• 한국전기전자재료학회:학술대회논문집
• /
• 한국전기전자재료학회 2002년도 추계학술대회 논문집 Vol.15
• /
• pp.124-127
• /
• 2002

LC aligning capabilities and the variation of pretilt angles with ion beam irradiation on the a-C:H thin films, and electro-optical (EO) performances of the ion beam aligned twisted nematic (TN)-liquid crystal display (LCD) with oblique ion beam exposure on the a-C:H thin film were studied. A high pretilt angle of $3.5{^{\circ}}$ via ion beam irradiation on the a-C:H thin film was measured. Also, the LC pretilt angle decreased due to the increase in surface roughness at over 2 min of IB exposure time. It is considered that this roughness increase due to increasing IB exposure time that generated destroy of oriented rings of atoms related to LC alignment. An excellent voltage-transmittance (V-T) curve of the ion beam aligned TN-LCD was observed with oblique ion beam exposure on the a-C:H thin film for 1 min. Also, a faster response time for the ion beam aligned TN-LCD with oblique ion beam exposure on the a-C:H thin film for 1 min can be achieved. Finally, the residual DC property of the ion beam aligned TN-LCD with ion beam exposure of 1 min on the a-C:H thin film is almost same as that of the rubbing aligned TN-LCD on a PI surface.

• 대한기계학회논문집
• /
• 제16권1호
• /
• pp.95-103
• /
• 1992

본 연구에서는 주위유체가 공기인 정상 층류 상태하에서 수직 및 수평단열판 에 부착된 등온 사각비임에서의 자연대류열전달 현상을 비임의 현상비와 Grashof수를 변수로 하여 고찰 하였다.

• 한국정보디스플레이학회:학술대회논문집
• /
• 한국정보디스플레이학회 2005년도 International Meeting on Information Displayvol.II
• /
• pp.1215-1217
• /
• 2005

One of the important problems in recent AC-PDP technology is the image sticking. In this research, we have investigated the PDP cell with constraint deposition MgO on phosphor, the electrical and optical properties in the PDP cell were examined. Also, we have investigated the correlation with image sticking and degraded MgO protective layer, phosphor in AC-PDP. As a result, we measured the secondary electron emission coefficient ${\gamma}$, discharge characteristics and Brightness for the constraint degraded phosphor are compared with those of nondegraded phosphor.

• 터널과지하공간
• /
• 제6권2호
• /
• pp.122-130
• /
• 1996

Generally the NATM technique uses shotcrete, rock bolts, H-beam steel ribs, and concrete lining for the tunnel support in Korea. Among them, H-beam steel ribs are extremely heavy and difficult for workers to handle. Therefore, especially in Europe, lattice girders are being used instead of H-beam steel ribs for tunnel support. Lattice girders have basically the same function as H-beam steel ribs in tunnelling. The main advantages of using lattice girders compared to H-beam steel rib supports are as follows: 1) lattice girders have relatively a low weight enough to be easily lifted and installed by labors and 2) they create a more effective bond with the shotcrete. The purpose of this study is to evaluate the effectiveness and applicability of lattice girders compared to H-beam steel ribs used in construction tunnel sites and to show that lattice girders can be adequately applied in domestic tunnel construction sites as a new tunnel support system.