• 신재생에너지
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• 제7권3호
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• pp.29-35
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• 2011

This paper describes an internal flow characteristics of a fuel pressurized blower, used for 1kW domestic fuel cell system. To analyze the flow field inside the diaphragm cavity, compressible unsteady numerical simulation is introduced. SST model with scalable wall function is employed to estimate the eddy viscosity. Moving mesh system is applied to the numerical analysis for describing the volume change of a diaphragm cavity in time. Throughout numerical simulation with the modeling of the inlet and outlet valves in a diaphragm cavity, unsteady nature of an internal flow is successfully analyzed. Force variations on the lower plate of a diaphragm cavity are evaluated in time. It is found that the driving force at the suction stage of a diaphragm cavity is more necessary than that at the discharging stage.

• 신재생에너지
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• 제8권3호
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• pp.6-13
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• 2012

This paper describes unsteady internal flow characteristics of a cathode air blower, used for the 1 kW fuel cell system. The cathode air blower considered in the present study is a diaphragm type blower. To analyze the flow field inside the diaphragm cavity, compressible unsteady numerical simulation is performed. Moving mesh system is applied to the numerical analysis for describing the volume change of the diaphragm cavity in time. Throughout a numerical simulation by modeling the inlet and outlet valves in a diaphragm cavity, unsteady nature of an internal flow is successfully analyzed. Variations of mass flow rate, force and pressure on the lower moving plate of a diaphragm cavity are evaluated in time. The computed mass flow rate at the same pressure and rotating frequency of a motor has a maximum of 5 percent error with the experimental data. It is found that flow pattern at the suction process is more complex compared to that at the discharge process. Unsteady nature of internal flow in the cathode air blower is analyzed in detail.

• 한국공간구조학회논문집
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• 제12권4호
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• pp.81-90
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• 2012

The concrete-filled tube (CFT) column has the excellent structural performance. But it is difficult to connect with column and beam because of closed section. Its Solution, 2 members of ㄷchennel in which Internal diaphragm is installed were welded beforehand and the method of making Rectangular Steel Tube was proposed. According to upside and downside junction shape, Internal diaphragm suggested as symmetric specimen and asymmetric specimen. The upper and lower diaphragm of the Symmetric specimen used the same horizontal and The upper diaphragm of the Asymmetric specimen used the horizontal plate and the lower diaphragm used the vertically plate. In this research, 4 T-shape column to beam steps connections were tested with cyclic loading experiment in order to evaluate the structural capability of the offered connection. Symmetric specimens be a failure in 0.03rad from beam flange. And Asymmetric specimens be a failure in 0.05rad from column interface. The comparison results of All specimens shown similar to energy absorption capacity in 0.02rad.

• 대한방사선기술학회지:방사선기술과학
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• 제30권4호
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• pp.335-341
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• 2007

Simple chest radiography에서 정상인의 가로막(diaphragm)에 대한 계측치는 다음과 같다. 1. 전체 대상자에 대한 흉곽(internal diameter of thorax: ID)의 평균은 293.3 mm이었으며, 최소 221.0 mm, 최대 335.3 mm이었다. 2. 가로막의 높이는 오른 가로막이 높은 경우가 81.4%, 오른 가로막과 왼 가로막이 동일한 경우가 16.2%, 왼 가로막이 높은 경우가 2.4% 순으로 나타났다. 3. 오른 가로막이 높은 경우 오른 가로막의 평균 높이는 15.2 mm이었으며, 가장 낮은 경우는 2.0 mm, 가장 높은 경우는 41.7 mm이었다. 4. 왼 가로막이 높은 경우 왼 가로막의 평균 높이는 11.5 mm이었으며, 가장 낮은 경우는 4.7 mm, 가장 높은 경우는 30.4 mm이었다. 5. 가로막의 만곡도에서 오른 가로막의 평균 만곡은 22.9 mm이었고, 가장 작은 경우는 10.4 mm, 가장 큰 경우는 37.3 mm이었다. 6. 왼 가로막의 평균 만곡은 22.4 mm이었고, 가장 작은 경우는 11.3 mm, 가장 큰 경우는 42.2 mm이었다. 7. ID와 오른 가로막과 왼 가로막 만곡에 대한 관계에서 ID는 오른 가로막 만곡(r= .427, p<.001)과 왼 가로막 만곡(r= .425, p<.001)에서 모두 통계적으로 유의미한 정적 상관관계를 보였다. 8. 오른 가로막 만곡과 왼 가로막 만곡의 관계는(r= .403, p<.001) 통계적으로 유의미한 정적 상관관계를 보였다.

• 한국신재생에너지학회:학술대회논문집
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• 한국신재생에너지학회 2011년도 춘계학술대회 초록집
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• pp.87.2-87.2
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• 2011

1kW급 가정용 연료전지 블로어는 다이어프램방식에 의해 고압 및 일정유량의 가스를 이송시키는 역할을 하고 있다. 본 연구에서는 연료전지 중 연료승압블로어를 대상으로 흡입 및 토출시의 다이어프램 캐비티(Cavity) 내의 공기유동 특성을 수치해석을 적용하여 평가하였다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2022년도 가을 학술논문 발표대회
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• pp.151-152
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• 2022

When reinforcing an existing building with the Concrete Filled Tube(CFT) structure, it is impossible to form a diaphragm inside with the existing method. Therefore, in this study, a construction method was proposed so that the internal diaphragm could be welded on four sides by using a slot to transmit force.

• Tuberculosis and Respiratory Diseases
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• 제54권6호
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• pp.645-650
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• 2003

저자들은 우측 흉부 불편감을 주소로 내원한 25세 여자 환자를 개흉 조직 검사를 시행하여 원발성 횡격막 기원 악성 섬유성 조직구종을 진단하였고 ifosfamide, doxorubicin으로 항암 화학 요법 시행 후 부분 관해가 있었으나 진단 후 12개월째 외래 추적 검사 중 뇌전이로 사망한 젊은 여성 1예를 경험하였기에 문헌 고찰과 함께 보고하는 바이다.

• 한국강구조학회 논문집
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• 제20권6호
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• pp.711-722
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• 2008

기존 콘크리트충전 각형강관(CFT) 구조에 사용하는 각형강관은 4개의 판을 용접하여 제작하는 박스칼럼이 일반적이다. 그러나 이러한 강관은 제작효율이 저하되며, 또한 기둥-보 접합부에는 내측 다이아프램과 관통 다이아프램을 용접하는데 특수한 용접기술이 필요하다. 따라서, 얇은 강판을 절곡하는 방식으로 응력집중 위치의 용접을 피하고, 단면효율이 극대화된 내부앵커 돌출형의 각형강관을 개발하게 되었다. 본 연구에서는 이 개발된 강관의 기둥-보 접합부로 외다이아프램형식을 채택하고. 보 플랜지의 응력 전달을 명확히 하기 위한 기둥-보 접합부 상세를 확 정하고자 이 접합부에 대한 단순인장 실험체를 제작하여 성능평가 실험을 수행하였다. 이 실험을 통해 콘크리트충전 기둥-보 접합부의 기둥-보 플랜지 용접 유무, 기둥-다이아프램 용접량, 콘크리트 충전유무, 다이아프램 설치 기둥과 일반기둥의 비교 등에 따른 인장영역 응력분포 및 내력평가를 진행하고 내부 앵커와 콘크리트 사이의 합성효과를 파악하였다.

• 복합신소재구조학회 논문집
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• 제3권4호
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• pp.27-37
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• 2012

The construction of a moment connection for a rectangular hollow section (RHS) column and a H-shaped beam is difficult because the RHS is a closed section. When a inner diaphragm is used for such a connection, in general, it is installed after cutting the HSS columns, which results in increased construction work. This paper suggests a new fabrication method to overcome such problems: An inner diaphragm is welded to inside a C-shaped section first, and then a column is fabricated by welding two C-shaped sections. This fabrication method is superior to a classic method in terms of constructibility. An experimental and a numerical study using Ansys 9.0 were performed in order to compare the strength of connections with respect to the presence of concrete, the corner shape of diaphragm, and the axis of loading. The experimental results including initial stiffness and ultimate loads are reported and the analytical results including load transfer mechanism, degree of stress concentration, and strain distribution are also reported.

• Steel and Composite Structures
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• 제10권3호
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• pp.261-279
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• 2010

Generally, a box tube, which is used for an existing square CFT structure, is made by welding four plates. The manufacturing efficiency of this steel tube is poor, and it also needs special welding technology to weld its internal diaphragm and the through diaphragm. Therefore, an interior-anchor-type square steel tube was developed using the method of cold-forming thin plates to prevent welding of the stress concentration position, and to maximize the section efficiency. And, considering of the flow of beam flange load, the efficiency of erection and the weldability of the diaphragm to thin walled steel column, the external diaphragm connection was selected as the suitable type for the welded built-up square CFT column to beam connection. And, an analytical study and tests were conducted to evaluate the structural performance of the suggested connection details and to verify the suggested equations for the connection details. Through this study, the composite effect of the internal anchor to concrete, the resistance and stress distribution of the connections before and after the existing column is welded to the beam, the effective location of welding in connection were analyzed.