• 신재생에너지
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• 제3권4호
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• pp.3-7
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• 2007

Graphite/polymer composite bipolar plates for PEMFC are successfully developed, and their typical properties are superior to commercially available ones. Thermal property of the developed bipolar plate was evaluated by dynamic mechanical analyzer, and the results were compared to commercial ones. The specimens were immersed into the deionized water bath at $80^{\circ}$... for 1500hrs to evaluate dimensional stability and durability. Dimension, weight of the specimens as well as extraction conductivity was measured as each 500hrs. Fully molded bipolar plates without any machining or milling were also prepared using a specially developed mold, and they were applied to the fuel cell performance test. Results were compared to the machined commercial bipolar plate.

• 한국유체기계학회 논문집
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• 제11권4호
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• pp.22-31
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• 2008

In this study, computer applied engineering (CAE) techniques are fully used to conduct structural and dynamic analyses of a huge composite rotor blade. Computational fluid dynamics is used to predict aerodynamic load of the rotating wind-turbine blade model. Static and dynamic structural analyses are conducted based on finite element method for composite laminates and multi-body dynamic simulation tools. Various numerical results for aerodynamic load, static stress, buckling and dynamic analyses are presented and characteristics of structural behaviors are investigated herein.

• Steel and Composite Structures
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• 제16권4호
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• pp.389-415
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• 2014

This study deals with dynamic model of composite sandwich panels with functionally graded flexible cores under low velocity impacts of multiple large or small masses using a new improved higher order sandwich panel theory (IHSAPT). In-plane stresses were considered for the functionally graded core and face sheets. The formulation was based on the first order shear deformation theory for the composite face sheets and polynomial description of the displacement fields in the core that was based on the second Frostig's model. Fully dynamic effects of the functionally graded core and face-sheets were considered in this study. Impacts were assumed to occur simultaneously and normally over the top and/or bottom of the face-sheets with arbitrary different masses and initial velocities. The contact forces between the panel and impactors were treated as internal forces of the system. Nonlinear contact stiffness was linearized with a newly presented improved analytical method in this paper. The results were validated by comparing the analytical, numerical and experimental results published in the latest literature.

• 한국신재생에너지학회:학술대회논문집
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• 한국신재생에너지학회 2007년도 추계학술대회 논문집
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• pp.5-7
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• 2007

Graphite/polymer composite bipolar plates for PEMFC are successfully developed, and their typical properties are superior to commercially available ones. Thermal property of the developed bipolar plate was evaluated by dynamic mechanical analyzer, and the results were compared to commercial ones. The specimens were immersed into the deionized water bath at $80^{\circ}C$ for 1500hrs to evaluate dimensional stability and durability. Dimension, weight of the specimens as well as extraction conductivity was measured as each 500hrs. Fully molded bipolar plates without any machining or milling were also prepared using a specially developed mold, and they were applied to the fuel cell performance test. Results were compared to the machined commercial bipolar plate.

• 한국철도학회논문집
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• 제7권1호
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• pp.55-59
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• 2004

Composite materials were used widely due to merit of light weight, low maintenance cost and easy installation. But it is the cause of enormous casualties to men and properties because of weak about the fire. Particularly, it is more serious in case of subway train installed composite materials. For this reason, experimental comparison has been done fur measuring heat release rate(H.R.R) and smoke production rate(S.P.R) of interior panels of electric motor car using cone calorimeter. A high radiative heat flux of 50kW/㎡ was used to bum out all materials and to simulate the condition of fully developed fire case in the tests. It was observed that Heat Release Rate and Smoke Production Rate curves were dependent on the kinds of the interior materials. From the heat release rate curves, the sustained ignition time, peak heat release rate and total heat release rate were deduced, These data are useful in classifying the materials by calculating two parameters describing the possibility to flashover.

• 한국지반환경공학회 논문집
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• 제14권7호
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• pp.13-18
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• 2013

As a new foundation treatment technology, long-short pile composite's design theory is still in primary phase, and there are no explicit settlement calculation methods in active codes. So it is necessary to study the working mechanism and the methods of settlement calculation. In this paper, the mechanics of long-short pile composite foundation are fully discussed. Meanwhile, based on the shear deformation method, the Mylonakis & Gazetas models about mutual action between two piles and the one between pile and soil are introduced, Considering the performance of cushion, the flexible factors of mutual actions are provided. Then the settlement calculation of long-short pile composite foundation which can consider the mutual actions between pile, soil and cap is deduced, and the correlated program is also developed. Finally, an engineering example is discussed with the method. A comparison shows that calculated results and measured data from a field test pile are in a good agreement, indicating that the presented approach is feasible and applicable in engineering practice.

• 폴리머
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• 제35권6호
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• pp.605-609
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• 2011

전기방사법과 열처리 공정을 통하여 PVDF-$SiO_2$ 복합나노섬유를 제조하였으며, 얻어진 나노섬유는 서로 연결된 기공으로 이루어진 적층 구조를 하고 있었다. 즉, 전기방사로 제조된 나노섬유는 직경이 380 nm, 기공도가 80% 이상인 다공성막을 형성하였다. TEM 사진과 EDX 스펙트라의 분석 결과로부터 $SiO_2$가 나노섬유에 균일하게 분산되어 존재한다는 것이 확인되었다. 또한 전기방사법의 도입에 의해 나노섬유의 기공도가 현저히 개선되었다. ATR-FTIR 및 XRD 분석 결과 복합나노섬유 상에서 PVDF는 ${\alpha}$-phase와 ${\beta}$-phase가 혼재되어 있는 결정구조를 가지고 있었으며, 열처리에 의해서 PVDF의 ${\alpha}$-phase가 증가하였으며, 이로 인해 결정화도가 증가하였다. 특히, 기계적 강도, 열적 특성 및 소수성은 열처리 공정에 의해서 매우 증가되는 것을 확인할 수 있었다.

• Steel and Composite Structures
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• 제49권6호
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• pp.701-711
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• 2023

In order to fully reflect variation characteristics of composite concrete dam health state, the monitoring data is applied to diagnose composite concrete dam health state. Composite concrete dam lesion development to wreckage is a precursor, and its health status can be judged. The monitoring data are generally non-linear and unsteady time series, which contain chaotic information that cannot be characterized. Thus, it could generate huge influence for the construction of monitoring models and the formulation of corresponding health diagnostic indicators. This multi-scale diagnosis process is from point to whole. Chaotic characteristics are often contained in the monitoring data. If chaotic characteristics could be extracted for reflecting concrete dam health state and the corresponding diagnostic indicators will be formulated, the theory and method of diagnosing concrete dam health state can be huge improved. Therefore, the chaotic characteristics of monitoring data are considered. And, the extracting method of the chaotic components is studied from monitoring data based on fuzzy dynamic cross-correlation factor method. Finally, a method is proposed for formulating composite concrete dam health state indicators. This method can effectively distinguish chaotic systems from deterministic systems and reflect the health state of concrete dam in service.

• 한국산학기술학회논문지
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• 제19권7호
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• pp.481-492
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• 2018

본 강판 콘크리트 합성보는 강판, 콘크리트 및 전단 연결재로 구성되어 2개의 이질 재료를 결합한다. 일반적으로 강판은 기존의 합성보에 용접하여 조립된다. 이 연구에서, SPC 보는 스터드가 없는 강판과 콘크리트로 구성된다. 절곡한 강판은 용접 대신 고강도 볼트로 조립된다. 현장 건설의 작업성을 향상시키기 위해 슬래브와 접합부에 모자 모양의 Cap이 부착되어있다. Cap을 전단연결재로 사용하여 SPC 보의 휨성능을 분석하기 위해 변위 제어 모드에서 단조 하중 2점가력 실험을 수행 하였다. 전단 연결재 유형, 돌출 길이, 강판의 두께의 변수를 갖는 5개의 시험편을 제작하여 시험 하였다. KBC 2009에서 제시하는 전단강도비와 휨강도비의 관계를 분석하였다. 시험 결과로 전단 강도비를 40% 이상으로 나타냈다. 전단 연결재와 Cap을 부착하였음에도 완전합성보로 가정한 휨강도의 70% 이상의 휨강도를 발휘하였다. 또한 Cap이 스터드 보다는 작은 전단강도를 보였으나, Cap이 전단연결재 역할을 하였다. 강판두께를 변수로 한 경우, 완전합성보 대비 약 70%의 휨강도를 발휘하였으며, 유사한 변형성능을 나타내었다. 불완전합성거동함에 따라 국부좌굴이 발생하였으나, 상대적으로 두꺼운 강판의 경우 5% 높은 강도에서 국부좌굴이 발생하였다. 또한 좌굴폭이 15% 감소하였다.

• 한국지반환경공학회 논문집
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• 제13권9호
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• pp.91-99
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• 2012

본 연구는 모래다짐말뚝으로 개량된 연약지반에 대해 수행한 원심모형시험에 대한 것이다. 부분적으로 또는 전체적으로 관입된 모래다짐말뚝에 의해 개량된 복합지반의 파괴거동을 규명하고 관입률과 치환율의 효과를 비교하기 위해 9회의 원심모형실험이 수행되었다. 실험 결과로부터 전체 관입지반의 침하감소비는 부분 관입지반의 침하감소비보다 더 큰 것으로 나타났다. 또한, 모래다짐말뚝으로 보강된 복합지반의 파괴각이 치환율 10%에서 26, 25, $34^{\circ}$ 치환율 30%에서 22, $29^{\circ}$인 것으로 나타났다. 강성재하 시험 결과, 표층변위는 관입비의 증가에 따라 감소하는 것으로 나타났다.