• 제목/요약/키워드: Open tubular

검색결과 48건 처리시간 0.032초

Behaviour of open beam-to-tubular column angle connections under combined loading conditions

  • Liu, Yanzhi;Malaga-Chuquitaype, Christian;Elghazouli, Ahmed Y.
    • Steel and Composite Structures
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    • 제16권2호
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    • pp.157-185
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    • 2014
  • This paper examines the behaviour of two types of practical open beam-to-tubular column connection details subjected to combined moment, axial and/or shear loads. Detailed continuum finite element models are developed and validated against available experimental results, and extended to deal with flexural, axial and shear load interactions. A numerical investigation is then carried out on the behaviour of selected connections with different stiffness and strength characteristics under various load combination scenarios. The influence of applied levels of axial tensile or compressive loads on the bending stiffness and capacity is examined and discussed. Additionally, the interaction effects between shear forces and co-existing bending and axial loads are examined and shown to be comparatively insignificant in terms of stiffness and capacity in most cases. It is also shown that the range of connections considered in this paper can provide rotational ductility levels in excess of those required under typical design scenarios. Based on these findings, a simplified component-based representation is proposed and described, and its ability to represent the connection response under combined loading is verified using results from detailed numerical simulations.

튜브형 고분자전해질 연료전지와 일회용 수소발생소자를 결합한 미세유체소자용 전원공급소자 (Disposable Power Generator with Tubular PEMFC and H2 Generator for the Power Source of Microfluidic Devices)

  • 김광호;서영호;김병희
    • 대한기계학회논문집A
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    • 제34권7호
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    • pp.829-835
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    • 2010
  • 본 연구에서는 미세유체소자의 전원소자로 적용하기 위한 일회용 수소발생소자와 튜브형 고분자전해질 연료전지로 구성된 일회용 전원소자에 관한 것이다. 튜브형 고분자전해질 연료전지는 1.52 mm의 직경을 가지며, 수소발생소자는 알루미늄과 5M 수산화나트륨의 반응을 통해 수소를 발생시켜 튜브형 고분자전해질 연료전지로 공급하게 된다. 단위 튜브형 고분자전해질 연료전지는 순수한 수소에 대해여 0.81V 의 개방전압과 0.35V에서 $16.4\;mW/cm^2$의 최대전력밀도를 나타내었으며, 수소발생기는 15 분 동안 $11.6\;m{\ell}$의 수소를 생성하였다. 튜브형 고분자전해질 연료전지와 수소발생기가 결합된 일회용 전원소자는 아무런 주변장치 없이 10 분 동안 1.06 mW (0.46V)의 일정한 전력을 발생하였으며, 3 개가 직렬로 연결된 고분자전해질 연료전지는 10 분 동안 LED(2.5 mW@1.8V)를 동작시켰다.

철도하부 가도교 설치에 대한 JES공법 (Joint Element Structure Method on the Subway Box Structure unere Railroad)

  • 피태희;조국환;사공명
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2008년도 추계학술대회 논문집
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    • pp.973-981
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    • 2008
  • This document presents the JES(Joint Element Structure) method that has been adopted for the firs time in our country for the construction of the structure crossing under the railroad without open excavation. Front Jacking Method, Tubular Roof Construction Method, New Tubular Roof Method and Joint Element Structure Method are commonly used for the construction of structures crossing under the railroad. JES Method, frequently used in Japan recently, is a new method to construct the structures crossing under the railroad in a safe manner and in a relatively short period of time by utilizing the steel elements with the joints through which the load in the vertical angle to the axial direction is transferred to the next element. The elements are tied to each other through the joints to form the permanent walls of a Rahmen structure under the road without open excavation and without limitation to the length in a convenient way. Through the case study in the project of a Subway Box Culvert Improvement for the Gyeonguiseon Railroad in front of Yonsei University using the JES Method, the cost and period of construction in various types of soil is investigated compared to the Front Jacking Method. Furthermore, by analyzing the results of instrumentation measurements carried out throughout the construction, comparison between the actual displacement in the ground and the predicted displacement in the design is made to provide the considerations to be counted for the design. In conclusion, comparison in the field of economic feasibility, constructability and safety between the JES Method and Front Jacking Method, which is most frequently adopted in our country at present, is made to present the JES Method as a new alternative for the non-open excavation construction method for the structures crossing under the railway.

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A Study on Capillary Column Ion Chromatography

  • 김호현;표동진
    • 한국환경과학회:학술대회논문집
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    • 한국환경과학회 2001년도 정기총회 및 봄 학술발표회 초록집
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    • pp.115-116
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    • 2001
  • 본 연구에서는 이온 크로마토그래피로 환경오염물질들을 분석하고자 할때의 단전들을 해소하기 위하여 모세관 컬럼 이온 크로마토그래피를 개발하였다. 모세관 컬럼은 두가지 형태로 개발하였는데 하나는 packed capillary 컬럼이며 다른하나는 open tubular capillary 컬럼이다. 또한 위와 같이 모세관 컬럼을 개발하여 사용하게됨을써, 부수적으로 펌프, 시료주입기, 억압장치 그리고 전도도 셀 등을 모두 적은 부피를 다룰 수 있는 구조로 바꾸어 주었다. 따라서 본 연구의 결과로 미량환경오염 물질의 분석에 모세관 컬럼 이온크로마토그래피를 이용할 수 있는 가능성을 확인할 수 있었고, 나아가 이온 크로마토그래피의 소형화로 현장에서 직접 분리, 분석을 할 수 있으리라 기대된다.

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Experimental study to determine the optimal tensile force of non-open cut tunnels using concrete modular roof method

  • Jung, Hyuk-Sang;Kim, Jin-Hwan;Yoon, Hwan-Hee;Sagong, Myung;Lee, Hyoung-Hoon
    • Geomechanics and Engineering
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    • 제29권3호
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    • pp.229-236
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    • 2022
  • In this study, a model experiment and field experiment was conducted to introduce the optimal tensile force when constructing a non-open cut tunnel according to the ground conditions of sandy soil. CMR (Concrete Modular Roof) method is economical because of the high precision and excellent durability, and corrosion resistance, and the inserted parts can be used as the main structure of a tunnel. In addition the CMR method has a stable advantage in interconnection because the concrete beam is press-fitted compared to the NTR (New Tubular Roof) method, and the need for quality control can be minimized. The ground conditions were corrected by adjusting the relative density of sandy soil during the construction of non-open cut tunnels, and after introducing various tensile forces, the surface settlement according to excavation was measured, and the optimal tensile force was derived. As a result of the experiment, the amount of settlement according to the relative density was found to be minor. Furthermore, analysis of each tensile force based on loose ground conditions resulted in an average decrease of approximately 22% in maximum settlement when the force was increased by 0.8 kN per segment. Considering these results, it is indicated that more than 2.0 kN tensile force per segment is recommended for settlement of the upper ground.

In Situ NMR 진단용 원통형 직접 메탄올 연료전지 (Tubular Type Direct Methanol Fuel Cell for in situ NMR Diagnosis)

  • 조한익;엄명섭;한기성;한옥희;하흥용;김수길
    • 전기화학회지
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    • 제12권4호
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    • pp.329-334
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    • 2009
  • 본 연구는 연료전지 운전시 전극 촉매 및 전해질막 내에서 발생하는 연료 및 산화제의 산화/환원 반응 메커니즘, 이동현상, 구성품 열화현상 등을 핵자기 공명 (NMR, Nuclear Magnetic Resonance)을 이용하여 연료전지의 분해나 시료 채취 없이 제자리 (in situ) 분석할 수 있는 진단장치용 연료전지 개발에 관한 것이다. NMR에 사용되는 연료전지는 특수하게 제작된 TCD (Toroid Cavity Detector) 탐침 내부에서 작동하여야 하며, TCD 탐침이 가지는 기하학적 제한 요소들로 인해 일반적인 평판형 연료전지와 달리 원통형으로 제작된다. 이로 인해 반응물의 공급이나 생성물의 제거가 어려우며 누수 현상 및 불균일한 압력 분배가 발생하여 성능이 낮다. 따라서, in situ NMR 분석용 연료전지가 가지는 구조상의 특징인 원통형에 적합한 유로를 설계하고 제작하여 물질 전달 특성을 개선해야 할 필요성이 있다. 본 연구에서는 NMR 장비 내의 자기장에 영향을 미치지 않는 비자성 물질을 이용해 원 통형 공기극 유로를 개발하여, 산소의 공급 및 반응물의 제거를 원활하게 하였다. 또한, 체결 압력을막-전극 접합체에 균일하게 분배하여 누수 및 누액을 차단하였다. 이를 통해, 상온에서 약 $36mW/cm^2$의 우수한 성능을 나타내는 in situ NMR 진단용 직접 메탄올연료전지 시스템을 개발하였다.

긴팔원숭이에서 발생한 경골 골절의 외과적 정복 1례 (Tibial Fracture Repair in a Black Gibbon (Hylobates concolor))

  • 윤헌영;이보라;정순욱
    • 한국임상수의학회지
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    • 제26권6호
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    • pp.644-646
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    • 2009
  • 5년령의 체중 4.58 kg 수컷 긴 팔 원숭이가 후지 파행 증상으로 건국대학교 동물 병원에 내원하였다. 신체 검사에서 우측 후지 경골 부위의 연부조직 손상을 보였으며 방사선 사진에서 우측 경골과 비골의 단순 골절이 관찰되었다. 개방형 정복을 실시한 후 tubular dynamic compression plate와 나사를 이용한 고정을 실시하였다. 수술 9주 후 방사선 사진 검사에서 잘 발달된 가골 형성이 골절 부위 피질에서 관찰되었다. 수술 3개월 후 후지 파행 증상을 보이 지 않고 정상 보행이 가능하였다.

Thermo-mechanical compression tests on steel-reinforced concrete-filled steel tubular stub columns with high performance materials

  • David Medall;Carmen Ibanez;Ana Espinos;Manuel L. Romero
    • Steel and Composite Structures
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    • 제49권5호
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    • pp.533-546
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    • 2023
  • Cost-effective solutions provided by composite construction are gaining popularity which, in turn, promotes the appearance on the market of new types of composite sections that allow not only to take advantage of the synergy of steel and concrete working together at room temperature, but also to improve their behaviour at high temperatures. When combined with high performance materials, significant load-bearing capacities can be achieved even with reduced cross-sectional dimensions. Steel-reinforced concrete-filled steel tubular (SR-CFST) columns are one of these innovative composite sections, where an open steel profile is embedded into a CFST section. Besides the renowned benefits of these typologies at room temperature, the fire protection offered by the surrounding concrete to the inner steel profile, gives them an enhanced fire performance which delays its loss of mechanical capacity in a fire scenario. The experimental evidence on the fire behaviour of SR-CFST columns is still scarce, particularly when combined with high performance materials. However, it is being much needed for the development of specific design provisions that consider the use of the inner steel profile in CFST columns. In this work, a new experimental program on the thermo-mechanical behaviour of SR-CFST columns is presented to extend the available experimental database. Ten SR-CFST stub columns, with circular and square geometries, combining high strength steel and concrete were tested. It was seen that the circular specimens reached higher failure times than the square columns, with the failure time increasing both when high strength steel was used at the embedded steel profile and high strength concrete was used as infill. Finally, different proposals for the reduction coefficients of high performance materials were assessed in the prediction of the cross-sectional fire resistance of the SR-CFST columns.

Anchored blind bolted composite connection to a concrete filled steel tubular column

  • Agheshlui, Hossein;Goldsworthy, Helen;Gad, Emad;Mirza, Olivia
    • Steel and Composite Structures
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    • 제23권1호
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    • pp.115-130
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    • 2017
  • A new type of moment-resisting bolted connection was developed for use in composite steel- concrete construction to connect composite open section steel beams to concrete filled steel square tubular columns. The connection was made possible using anchored blind bolts along with two through bolts. It was designed to act compositely with the in-situ reinforced concrete slab to achieve an enhanced stiffness and strength. The developed connection was incorporated in the design of a medium rise (five storey) commercial building which was located in low to medium seismicity regions. The lateral load resisting system for the design building consisted of moment resisting frames in two directions. A major full scale test on a sub-assembly of a perimeter moment-resisting frame of the model building was conducted to study the system behaviour incorporating the proposed connection. The behaviour of the proposed connection and its interaction with the floor slab under cyclic loading representing the earthquake events with return periods of 500 years and 2500 years was investigated. The proposed connection was categorized as semi rigid for unbraced frames based on the classification method presented in Eurocode 3. Furthermore, the proposed connection, composite with the floor slab, successfully provided adequate lateral load resistance for the model building.

연료극 지지체식 원통형 고체산화물 연료전지의 제조 및 특성 (Fabrication and Characteristics of Anode-supported Tubular Solid Oxide Fuel Cell)

  • 송근숙;송락현;임영언
    • 한국재료학회지
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    • 제12권9호
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    • pp.691-695
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    • 2002
  • A low temperature anode-supported tubular solid oxide fuel cell was developed. The anode-supported tube was fabricated using extrusion process. Then the electrolyte layer and the cathode layer were coated onto the anode tube by slurry dipping process, subsequently. The anode tube and electrolyte were co-fired at $140^{\circ}C$, and the cathode was sintered at $1200^{\circ}C$. The thickness and gas permeability of the electrolyte depended on the number of coating and the slurry concentration. Anode-supported tube was satisfied with SOFC requirements, related to electrical conductivity, pore structure, and gas diffusion limitations. At operating temperature of $800^{\circ}C$, open circuit voltage of the cell with gastight and dense electrolyte layer was 1.1 V and the cell showed a good performance of 450 mW/$\textrm{cm}^2$.