• Title/Summary/Keyword: 설계시험평가

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Evaluation of Structural Stability for a 75-tonf Class Thrust Chamber Mixing Head (75톤급 연소기 헤드부의 구조안정성 평가)

  • Ryu, Chul-Sung;Lee, Keum-Oh;Choi, Hwan-Seok
    • Proceedings of the Korean Society of Propulsion Engineers Conference
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    • 2011.11a
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    • pp.515-519
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    • 2011
  • Structural tests for the mixing head of a 75tonf class thrust chamber were performed to verify structural stability. The mixing head of a thrust chamber is loaded by high pressure with regeneratively cooled fuel and cryogenic liquid oxygen(LOx) as well as it transfers thrust load generated by liquid rocket engine. Therefore structural stability of mixing head is a very important factor to work without any plastic deformation or structural failure. In this study, two mixing heads were manufactured using different welding methods, Tungsten Inert Gas(TIG) welding and Electron Beam Welding(EBW) and evaluated a structural stability. The results of structural tests showed that the mixing head assembled by EBW can withstand the applied design load without any structural failures and be structurally more stable than that of TIG welding.

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Investigation of Tensile Strain Rate Effects on Composite Material for Aircraft Structural Survivability Assessment (항공기 구조생존성 평가를 위한 복합재의 변형률 속도 영향성 분석)

  • Seo, Bo-hwi
    • Journal of Aerospace System Engineering
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    • v.12 no.4
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    • pp.106-111
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    • 2018
  • Hydrodynamic ram phenomenon could be generated by external threats such as impact and blast in the aircraft. High strain rate deformation caused by the hydrodynamic ram phenomenon is one of the main factors to influence structural survivability. Mechanical properties of composite structure change rapidly under conditions of high strain rate. Therefore, it is necessary to experimentally investigate the influence of strain rates for aircraft structural survivability. In this paper, tensile tests of composite material were conducted for low and high strain rates to investigate the influence of the various strain rates. Tensile modulus increases more compared to tensile strength at high strain rate under hydrodynamic ram condition. Regression analysis was conducted to predict tensile modulus at various strain rates because it is one of the main damaging factors for composite structures under high strain rate conditions. Also, the mechanical properties of composite materials were acquired and analyzed under high strain rate conditions. It is hypothesized that the results from this study would be used for designing aircraft composite structures and evaluation considering structural survivability.

Evaluation of the Absorbing Performance of Radar-absorbing Structure with Periodic Pattern after the Low-velocity Impact (주기패턴 레이더 흡수 구조의 저속충격 후 흡수 성능 평가)

  • Joon-Hyung, Shin;Byeong-Su, Kwak
    • Composites Research
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    • v.35 no.6
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    • pp.469-476
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    • 2022
  • In this paper, the microwave absorbing characteristics after the impact of the radar-absorbing structure (RAS) consisting of periodic pattern sheet (PPS) and glass fiber-reinforced plastic (GFRP) were experimentally investigated. The fabricated RAS effectively absorbed the microwave in the X-band (8.2-12.4 GHz). In order to induce the damage to the RAS, a low-velocity impact test with various impact energy of 15, 40, and 60 J was conducted. Afterward, the impact damage was observed by using visual inspection, non-destructive test, and image processing method. Moreover, the absorbing performance of intact and damaged RAS was measured by the free-space measurement system. The experiment results revealed that the delamination damage from the impact energy of 15 J did not considerably affect the microwave absorbing performance of the RAS. However, fiber breakage and penetration damage with a relatively large damaged area were occuured when the impact energy was increased up to 40 J and 60 J, and these failures significantly degraded the microwave absorbing characteristics of the RAS.

Evaluation of the Load Carrying Capacity on a Rahmen Bridge with Ultra-high Strength Centrifugally Formed Square Beams as the Superstructure (초고강도 원심성형 각형보를 상부구조로 하는 라멘교의 내하성능 평가 )

  • Doo-Sung Lee;Sung-Jin Kim;Jeong-Hoi Kim
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.28 no.1
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    • pp.61-69
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    • 2024
  • An ultra-high strength prestressed prismatic beam of 100 MPa in compressive strength was developed by increasing the water-tightness of concrete by utilizing centrifugal molding processes without adding expensive admixtures. The centrifugal prismatic PSC beam developed as the superstructure of the avalanche tunnel was constructed on a rahmen bridge in a small local river. In this study, the centrifugal prismatic beam was compared and analyzed based on the results of measurements made through static load tests and the results of numerical analysis of the target structure. The common load-carrying capacity and safety of the rahmen bridge were evaluated. The static·dynamic load tests and finite element analysis results of this bridge were similar, and it was confirmed that the behavior of the centrifugal prismatic beam was well simulated. All centrifugally formed square beams that make up the composite rahmen bridge were evaluated to secure sufficient load carrying capacity under the design live load, and structural reliability was proven by ensuring safety.

An Experimental Study to Evaluate the Flexural Performance of Steel Fiber-Reinforced Self-Compacting Concrete (강섬유를 보강한 자기충전 콘크리트의 휨 성능 평가를 위한 실험 연구)

  • Park, Yon-Dong
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.13 no.6 s.58
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    • pp.166-175
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    • 2009
  • An experimental study was carried out to estimate the flexural performance of steel fiberreinforced self-compacting concrete. Seven slabs with three different steel fiber-reinforced concretes were prepared to make beam specimens. After proper curing period, each slab was cut to five beams with a diamond saw. The beam specimen was tested with displacement control method to obtain load-deflection curve. As the results, the self-compacting concrete beam showed higher flexural strength, ductility and toughness index compared to the normal concrete beam. This means that steel fiber-reinforced self-compacting concrete can be used more widely in the field of architecture and civil engineering because of its self-compactability and good mechanical properties.

Structure Analysis and Scale Model Test for Strength Performance Evaluation of Submersible Mooring Pulley Installed on Floating Offshore Wind Turbine (부유식 해상풍력발전기용 반잠수식 계류 풀리의 강도 성능평가를 위한 구조해석과 축소 모형시험)

  • Chang-Yong Song
    • Journal of the Korean Society of Marine Environment & Safety
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    • v.29 no.5
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    • pp.479-487
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    • 2023
  • Recently, the destructive power of typhoons is continuously increasing owing to global warming. In a situation where the installation of floating wind turbines is increasing worldwide, concerns about the huge loss and collapse of floating offshore wind turbines owing to strong typhoons are deepening. A new type of disconnectable mooring system must be developed for the safe operation of floating offshore wind turbines. A new submersible mooring pulley considered in this study is devised to more easily attach or detach the floating of shore wind turbine with mooring lines compared with other disconnectable mooring apparatuses. To investigate the structural safety of the initial design of submersible mooring pulley that can be applied to an 8MW-class floating type offshore wind turbine, scale-down structural models were developed using a 3-D printer and structural tests were performed on the models. For the structural tests of the scale-down models, tensile specimens of acrylonitrile butadiene styrene material that was used in the 3-D printing were prepared, and the material properties were evaluated by conducting the tensile tests. The finite element analysis (FEA) of submersible mooring pulley was performed by applying the material properties obtained from the tensile tests and the same load and boundary conditions as in the scale-down model structural tests. Through the FEA, the structural weak parts on the submersible mooring pulley were reviewed. The structural model tests were conducted considering the main load conditions of submersible mooring pulley, and the FEA and test results were compared for the locations that exceeded the maximum tensile stress of the material. The results of the FEA and structural model tests indicated that the connection structure of the body and the wheel was weak in operating conditions and that of the body and the chain stopper was weak in mooring conditions. The results of this study enabled to experimentally verify the structural safety of the initial design of submersible mooring pulley. The study results can be usefully used to improve the structural strength of submersible mooring pulley in a detailed design stage.

Application Study on Domestic Production of Francis Type Hydro Turbine at Irrigation Reservoir (농업용저수지를 이용한 프란시스수차 국산화 적용 연구)

  • Lee, Chul-Hyung;Park, Wan-Soon
    • Proceedings of the Korea Water Resources Association Conference
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    • 2009.05a
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    • pp.1632-1636
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    • 2009
  • 소수력자원은 신재생에너지 중에서도 온실가스 배출량이 가장 적고 에너지밀도가 매우 높기 때문에 개발할 가치가 큰 청정부존자원으로 평가되고 있다. 본 연구는 프란시스 수차의 국산화 개발 연구로써 프란시스수차 외형설계에 필요한 기본사항과 제작, 프란시스수차의 설치 및 시운전, 프란시스수차의 성능시험을 수행하였다. 이에 대한 분석 결과, 개발된 프란시스수차는 기계적인 성능과 수력학적인 성능면에서 만족할 만한 결과를 보여주어 프란시스수차의 상용화에 대한 기반이 마련되었다.

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Optimization of Row-Crop Production System on Terraced Lands (효율적인 농업기계 운용을 위한 테라스 영농시스템의 적정화)

  • ;D.R.Hunt
    • Journal of Biosystems Engineering
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    • v.5 no.1
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    • pp.24-32
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    • 1980
  • 테라스 영농지의 기계화영농에 대한 문제점은 여러 학자들에 의해서 의논되어 왔으나 비용에 의한 구체적인 조치는 거의 시도된바 없다. 본 연구에서는 적정한 테라스 영농 시스템을 구명하기 위하여 토양유실비용, 영농기계이용비용 및 테라스 축조비용을 포괄적으로 다루었다. 이를 위하여 테라스 단면의 설계와 그 축조비용의 추정, 토양유실의 예측 및 농업기계의 작업성능과 그 이용비용의 평가가 가능한 디지털 컴퓨터 모형을 개발하였다. 예시의 테라스 예정지에 대하여 반복기법을 이용하여 컴퓨터 모형을 시험한 바 테라스 영농시스템의 적정화에 만족하게 사용될 수 있음이 입증되었다.

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IT건설융합 스마트빌딩 기술

  • Kim, Hyeong-Seok
    • Information and Communications Magazine
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    • v.28 no.5
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    • pp.15-20
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    • 2011
  • 본고에서는 IT기술과 건설기술의 융합 기술로서 스마트빌딩 기술에 대해 서술한다. 고층 빌딩의 안전성 평가를 위한 건물구조 건전도 모니터링 기술, 빌딩 실내에 쾌적한 공기 환경을 유지하기 위한 스마트 공기질/환기제어시스템 기술, 빌딩 설계부터 빌딩 사용단계까지 빌딩정보의 체계적인 데이터 관리를 위한 빌딩정보 모델링 기술과 빌딩 운영관리 인터페이스 기술 등에 대하여 소개한다. 또한, 세종대학교에서 개발한 프로토타입으로 빌딩에 설치하여 시험 중인 시스템에 대하여 설명한다.

Fabrication and Characteristics of Optical Connector/Optical Transceiver for Plastic Optical Fiber (플라스틱 광섬유용 광커넥터/광송수신모듈 제작과 특성)

  • Ahn Jung-Gyun;Park Kyoung-Seo;Park Min-Sung
    • 한국정보통신설비학회:학술대회논문집
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    • 2003.08a
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    • pp.346-348
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    • 2003
  • 본 논문에서는 플라스틱 광섬유용(POF) 광커넥터와 광송수신모듈을 설계. 제작하여 특성을 평가하였다. 650nm와 850nm POF 광커넥터는 광학적, 기계적, 환경적 신뢰성 시험을 통해 안정성을 확증할 수 있었다. POF 광송수신모듈은 1.25Gbps와 155Mbps급의 SC, RJ-45 형태의 구조로 제작되었고, 이를 적용하여 S/W Hub 및 광전 Outlet, Media Converter등을 구현하였다.

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