• 한국구조물진단유지관리공학회 논문집
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• 제23권7호
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• pp.49-57
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• 2019

최근 국내 건설시장에서는 공기 및 노무비를 감소시킬 수 있는 데크플레이트 공법이 주차장, 물류창고 등 다양한 구조물에 적용되고 있다. 이 연구에서는 층고를 감소시킬 수 있도록 새로 개발된 더블 데크 플레이트 (Double deck plate, 이하 D-deck)의 시공하중에 대한 저항 성능을 규명하기 위한 실험을 수행하였다. 시공시 작용하는 등분포 하중조건을 모사하기 위하여 모래와 콘크리트를 이용하여 하중을 재하 하였으며, D-deck의 수직처짐과 웨브의 수평변형을 상세히 계측하고 분석하였다. 그 결과. 시공하중 작용시 D-deck에 발생한 처짐량은 5.34 mm 보다 작아 최대 처짐 제한값인 L / 180을 만족하였다. 또한, D-deck 시공하중에 대하여 매우 안정적으로 저항할 수 있는 충분한 강성을 확보한 것으로 나타났다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2009년도 춘계 학술대회 제21권1호
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• pp.123-124
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• 2009

이 연구는 단부거더(Edge girder) 형식의 하이브리드 사장교 적용을 목적으로 하는 최적의 초고성능콘크리트(Uitra High Performance Concrete) 프리캐스트 바닥판 시스템 개발의 일부이다. 고성능 재료인 UHPC의 성능을 적극적으로 활용할 수 있는 고효율 구조형식으로서 교축방향으로 프리스트레스가 도입된 리브를 가지는 단면형식이 제안되었고, 최소요구단면 도출을 위한 설계개념을 정립하였다.

• International Journal of Precision Engineering and Manufacturing
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• 제9권1호
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• pp.39-46
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• 2008

The end plates of fuel cell assemblies are used to fasten the inner stacks, reduce the contact pressure, and provide a seal between Membrane-Electrode Assemblies (MEAs). They therefore require sufficient mechanical strength to withstand the tightening pressure, light weight to obtain high energy densities, and stable chemical/electrochemical properties, as well as provide electrical insulation. The design criteria for end plates can be divided into three parts: the material, connecting method, and shape. In the past, end plates were made from metals such as aluminum, titanium, and stainless steel alloys, but due to corrosion problems, thermal losses, and their excessive weight, alternative materials such as plastics have been considered. Composite materials consisting of combinations of two or more materials have also been proposed for end plates to enhance their mechanical strength. Tie-rods have been traditionally used to connect end plates, but since the number of connecting parts has increased, resulting in assembly difficulties, new types of connectors have been contemplated. Ideas such as adding reinforcement or flat plates, or using bands or boxes to replace tie-rods have been proposed. Typical end plates are rectangular or cylindrical solid plates. To minimize the weight and provide a uniform pressure distribution, new concepts such as ribbed-, bomb-, or bow-shaped plates have been considered. Even though end plates were not an issue in fuel cell system designs in the past, they now provide a great challenge for designers. Changes in the materials, connecting methods, and shapes of an end plate allow us to achieve lighter, stronger end plates, resulting in more efficient fuel cell systems.

• Structural Engineering and Mechanics
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• 제72권4호
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• pp.421-432
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• 2019

In high-speed railway (HSR) system, the structure-borne noise inside viaduct at low frequency has been extensively investigated for its mitigation as a research hotspot owing to its harm to the nearby residents. This study proposed a novel acoustic optimization method for declining the structure-borne noise in viaduct-like structures by separating the acoustic contribution of each structural component in the measured acoustic field. The structural vibration and related acoustic sourcing, propagation, and radiation characteristics for the viaduct box girder under passing vehicle loading are studied by incorporating Finite Element Method (FEM) with Modal Acoustic Vector (MAV) analysis. Based on the Modal Acoustic Transfer Vector (MATV), the structural vibration mode that contributes maximum to the structure-borne noise shall be hereinafter filtered for the acoustic radiation. With vibration mode shapes, the locations of maximum amplitudes for being ribbed to mitigate the structure-borne noise are then obtained, and the structure-borne noise mitigation performance shall be eventually analyzed regarding to the ribbing conduction. The results demonstrate that the structural vibration and structure-borne noise of the viaduct box girder mainly occupy both in the range within 100 Hz, and the dominant frequency bands both are [31.5, 80] Hz. The peak frequency for the structure-borne noise of the viaduct box girder is mainly caused by $16^{th}$ and $62^{th}$ vibration modes; these two mode shapes mainly reflect the local vibration of the wing plate and top plate. By introducing web plate at the maximum amplitude of main mode shapes that contribute most to the acoustic modal contribution factors, the acoustic pressure peaks at the field-testing points are hereinafter obviously declined, this implies that the structure-borne noise mitigation performance is relatively promising for the viaduct.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2001년도 추계학술대회논문집B
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• pp.280-287
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• 2001

The present study investigates convective heat/mass transfer and flow characteristics inside the rib-roughened cooling passage of the gas turbine blades. A square duct with rectangular ribs is used and $\wedge-$ and V-shape ribs with $60^{\circ}$ attack angle are installed on the test plate surfaces. Naphthalene sublimation technique is employed to determine the detailed local heat transfer coefficients using the heat and mass transfer analogy. The ribs disturb the main flow resulting in the recirculation and secondary flows near the ribbed wall and the vortices near the side-wall. The local heat transfer and the secondary flow in the duct are changed largely according to the rib orientation. A square duct with $\wedge$ and V-shape ribs has two pairs of secondary flow because of the rib arrangement. So, the duct has complex heat/mass transfer distribution. The average heat/mass transfer coefficient and pressure drop of $\wedge-$ and V-shape ribs are higher than those with $90^{\circ}$ and $60^{\circ}$ attack angles. The average heat/mass transfer coefficient on the $\wedge-shape$ ribs is higher than that on the V-shape ribs. Also, the uniformity of heat/mass transfer coefficient on discrete ribs is higher than that on continuous rib.

• 유체기계공업학회:학술대회논문집
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• 유체기계공업학회 2001년도 유체기계 연구개발 발표회 논문집
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• pp.325-333
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• 2001

The present study investigates convective heat/mass transfer and flow characteristics inside the cooling passage of the gas-turbine blades. It is important to increase not only the heat transfer rates but also the uniformity of heat transfer in the cooling passage. The square duct has compound-angled ribs with $60^{\circ},\;70^{\circ}$ and $90^{\circ}$ attack angles, which are installed on the test plate surfaces. a naphthalene sublimation technique is employed to determine the detailed local heat transfer coefficients using the heat and mass transfer analogy. The ribs disturb the main flow resulting in the recirculation and secondary flows near the ribbed wall and the vertices near the side-wall. The local heat transfer and the secondary flow in the duct are changed largely according to the rib orientation. Therefore, geometry and arrangement of the ribs are important fur the advantageous cooling performance. The angled ribs increase the heat transfer discrepancy between the wall and center regions because of the interaction of the secondary flows. The average heat/mass transfer coefficient and pressure drop of the ribs with the $60^{\circ}$ $-90^{\circ}$ compound-angle are higher than those with the $60^{\circ}$ attack angle. Also, the thermal efficiency of the compound-angled rib is higher than that with the $60^{\circ}$ attack angle. The uniformity of heat/mass transfer coefficient on the cross ribs may is higher than that on the parallel ribs array.

• 한국강구조학회 논문집
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• 제23권4호
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• pp.503-514
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• 2011

본 연구에서는 콘크리트채움 U형 합성보와 H형강 기둥 십자형 합성접합부의 내진상세를 제시하고, 2개의 실물대 실험체를 설계/제작하여 강구조내진기준의 표준실험절차에 따라 내진성능을 평가하였다. 주요 실험체 구성요소는 춤 450mm(실험체 A) 및 550mm(실험체 B) U형 강재보, 두께 165mm의 골데크플레이트 위에 타설된 콘크리트 바닥슬래브, U형보의 완전합성작용을 하기 위한 전단스터드, 부모멘트 전달을 위한 4개의 주철근 및 H형강 기둥에 정착을 위한 용접커플러 그리고 접합부 보강을 위한 보강판으로 구성된다. 순수 강재 보-기둥 접합부와 상이한 U형 합성접합부의 독특한 특성을 고려하여, 지진하중 하에서 내진성능에 결정적 영향을 미치는 보-기둥 접합부의 용접부 취성파단, 강판의 국부좌굴, 주철근의 휨좌굴, 콘크리트 압괴 등의 한계상태가 적절히 제어되도록 실험체를 설계하였다. 강구조내진기준의 지진하중 가력프로그램에 따른 실험결과, 설계에서 의도한 바와 같이 여러 한계상태가 적절히 제어되어 실험체 A 및 B는 각각 6% 및 6.8% 라디안에 이르는 매우 뛰어난 층간변형능력을 발휘하였다. 이는 특수모멘트골조에 요구되는 4% 라디안 수준을 충분히 상회하는 만족스런 층간변형능력이다. 특히 접합부 강화전략에 의해 제안된 합성접합부 상세는 설계에서 의도한 것과 같이 소성힌지를 보강단부로서 밀어냄으로서 취약할 수 있는 보-기둥 용접접합부를 효과적으로 보호하였다. 실험체 A의 최종 파괴모드는 6.0% 층간변위에서 발생한 보강단부에 인접한 냉간성형 코너부의 점진적 저사이클피로에 의한 하부플랜지의 파단에 의해 발생하였다. 한편, 실험체 B는 8.0%의 높은 수준의 층간변위에서 발생한 볼트이음부 파단에 의해 내력을 상실하였다.