• 제목/요약/키워드: Marine structures

검색결과 1,276건 처리시간 0.037초

경질양극산화된 5083-H321 알루미늄 합금의 해수 내 액적충격침식부식 손상 연구 (Investigation of Liquid Droplet Impingement Erosion Corrosion based on the Flow Rate of Anodized 5083-H321 Al Alloy in Seawater)

  • 신동호;김성종
    • Corrosion Science and Technology
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    • 제19권6호
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    • pp.310-317
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    • 2020
  • This study investigated the damage to the specimen due to liquid droplet impingement erosion corrosion, which improved the corrosion resistance and durability via hard anodization of 5083-H321 aluminum alloy, which is widely used for small ships and marine structures. The experiment combined liquid droplet impingement erosion and electrochemical equipment with the flow rates in natural seawater solution. Subsequently, Tafel extrapolation of polarization curves was performed to evaluate damage due to the liquid droplet impingement erosion corrosion. The damaged surface was observed using a 3D microscope and a scanning electron microscope. The degree of pitting damage was measured using the Image J program, and the surface hardness was measured using the micro-Vickers hardness tester. The corrosion current density, area, depth, and ratio of the damaged areas increased with the increase in flow rate. The grain size of the damaged area at a flow rate of 20 m s-1 showed fewer and minor differences in height, and a smooth curved shape. The hardness of the damaged surface tended to decrease with increase in flow rate.

Four sesquiterpenes isolated from a Marine Sponge Topsentia species

  • Rho, Jung-Rae
    • 한국자기공명학회논문지
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    • 제18권2호
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    • pp.82-88
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    • 2014
  • Three bicyclic and one monocyclic sesquiterpenoids were isolated from the marine sponge Topsentia species. Their planar structures were completely determined from a combination of extensive 1D and 2D NMR experiments, and also the relative stereochemistry on the chiral centers were established by the ROESY experiment. Compound 1 was determined as a new stereoisomer. Furthermore, the NMR spectral data for compounds 2 and 4, of which have not been reported, were listed. Four compounds did not show any cytotoxicity, instead compound 4 exhibited moderate antifungal activity against Candida albicans.

해양환경하에 노출된 콘크리트 구조물의 침식평가 (Evaluation on Deterioration of Concrete Structure under Marine Environment)

  • 문한영;김성수;김홍삼;이승태;권태석
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2000년도 가을 학술발표회논문집(I)
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    • pp.399-402
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    • 2000
  • When concrete structures are built in marine environment, they may be deteriorated and have the poor durability and quality caused by steel corrosion or by chemical attack of magnesium or sulfate ions. Especially, Mg ions contained in seawater make concrete surface weaken by chemical reaction with $Ca(OH)_2$ In this study, a concrete structure built in 1947 was investigated to estimate the factors, especially chemical attack, which can cause concrete to deteriorate. Furthermore, the instrumental analysis methods such as XRD and ESEM were performed to find the reactants in concrete under marine environment.

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Griseusin C, a Novel Quinone Derivative from a Marine-Derived Fungus Penicillium sp.

  • Li, Xiang;Zheng, Yinan;Sattler, Isabel;Lin, Wenhan
    • Archives of Pharmacal Research
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    • 제29권11호
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    • pp.942-945
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    • 2006
  • A novel quinone derivative, Griseusin C (1), along with a known quinone, Naphthoquinone C (2), was isolated from the lyophilized culture broth of the marine-derived fungus Penicillium sp. The structures were elucidated on the basis of extensive 1D-and 2D-NMR, as well as HRESIMS, spectroscopic analysis. The relative stereochemistries of the compounds were assessed by NOESY analysis.

Bile acids from a Marine Sponge-Associated Fungus Penicillium sp.

  • Pil, Gam Bang;Won, Ho Shik;Shin, Hee Jae
    • 한국자기공명학회논문지
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    • 제20권2호
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    • pp.41-45
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    • 2016
  • Chemical investigation of a marine-derived fungus, Penicillium sp. 108YD020, resulted in the discovery of six bile acid derivatives, glycocholic acid (1), glycocholic acid methyl ester (2), cholic acid (3), glycochenodeoxycholic acid (4), glycodeoxycholic acid methyl ester (5), and cholic acid methyl ester (6). The structures of six bile acid derivatives 1-6 were determined by the detailed analysis of 1D, 2D NMR and LC-MS data, along with chemical methods and literature data analysis.

5MW급 해상풍력 하부구조물 설계 및 해석에 관한 연구 (The study on substructure design and analysis for 5MW offshore wind turbine)

  • 선민영;이성범;이기열;문병영
    • Journal of Advanced Marine Engineering and Technology
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    • 제38권9호
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    • pp.1075-1080
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    • 2014
  • 본 연구는 5MW급 해상풍력 하부구조물개발에 있어 설계에 필요한 다양한 해양환경 조건에 대하여 높은 안정성 확보가 요구되는 해상용 풍력발전 하부구조물과 관련, 구조물의 설계방법을 제시하고 그 안정성을 고찰하여 관련 기술 분야에 기여함을 목표로 한다. 특히, 5MW급 해상풍력발전 시스템에 대해 시험영역에서 큰 바람의 방향이 지속되고 있는 동안에 동시에 발달된 파도의 계산에 대한 정보를 제공한다. 그러므로 바람의 영역과 접근하는 파동 행열간의 관련성을 검토하여 강도, 방향 그리고 시간의 이동성을 계산할 수 있음을 확인하였다. 쇄파에서의 국부적인 압력분포를 물리적인 모델링과 수치적 모델링을 통해 조사하는 것이 가능하다. 해상 풍력 에너지 변환장치의 지지구조물들에 대해 최근 적용된 구조 및 피로에 대한 평가는 일반 설계규칙에 근거했다. 5MW 해상풍력 하부구조물은 제약조건이 많아 단일구조로 취급하는데 이는 생산에서 높은 안전계수를 고려해야함을 의미한다.

계류된 수중 유연구조물의 설계 및 시뮬레이션 도구 개발 (Design and Simulation Tools for Moored Underwater Flexible Structures)

  • 이춘우;이지훈;최무열;이건호
    • 한국수산과학회지
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    • 제43권2호
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    • pp.159-168
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    • 2010
  • This paper presents a mathematical model and simulation method for investigating the performance of set net systems and fish cage systems influenced by currents and waves. Both systems consist of netting, mooring ropes, a floating collar and sinkers. The netting and ropes were considered flexible structures and the floating collar was considered an elastic structure. Both were modeled on a mass-spring model. The structures were divided into finite elements and mass points were placed at the mid-point of each element, and the mass points were connected by mass-less springs. Each mass point was subjected to external and internal forces and the total force was calculated at every integration step. An implicit integration scheme was used to solve the nonlinear dynamic system. The computation method was applied to dynamic simulation of actual systems simultaneously influenced by currents and waves in order to evaluate their practicality. The simulation results improved our understanding of the behavior of the structure and provided valuable information concerning the optimized design of set net and fish cage systems exposed to an open ocean environment.

임의 형태의 해양구조물에 의한 해수파의 산란 (The Water Wave Scattering by the Marine Structure of Arbitrary Shape)

  • 신승호;이중우
    • 한국항해학회지
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    • 제17권1호
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    • pp.61-78
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    • 1993
  • Large offshore structure are to be considered for oil storage facilities , marine terminals, power plants, offshore airports, industrial complexes and recreational facilities. Some of them have already been constructed. Some of the envisioned structures will be of the artificial-island type, in which the bulk of structures may act as significant barriers to normal waves and the prediction of the wave intensity will be of importance for design of structure. The present study deals wave scattering problem combining reflection and diffraction of waves due to the shape of the impermeable rigid upright structure, subject to the excitation of a plane simple harmonic wave coming from infinity. In this study, a finite difference technique for the numerical solution is applied to the boundary integral equation obtained for wave potential. The numerical solution is verified with the analytic solution. The model is applied to various structures, such as the detached breakwater (3L${\times}$0.1L), bird-type breakwater(318L${\times}$0.17L), cylinder-type and crescent -type structure (2.89L${\times}$0.6L, 0.8L${\times}$0.26L).The result are presented in wave height amplification factors and wave height diagram. Also, the amplification factors across the structure or 1 or 2 wavelengths away from the structure are compared with each given case. From the numerical simulation for the various boundary types of structure, we could figure out the transformation pattern of waves and predict the waves and predict the wave intensity in the vicinity of large artificial structures.

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잔교식 항만구조물 주변에서 해수유동의 평가 (Evaluation of Tidal Flow around the Pile-supported Pier Structures)

  • 박일흠
    • 한국해양환경ㆍ에너지학회지
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    • 제7권2호
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    • pp.82-88
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    • 2004
  • 투과성 항만구조물 주변에서 해수유동을 평가하기 위하여, 흐름 저항을 고려한 수치모형을 사용하였다 조석 조류수치모형에서 임의 물체에 대한 흐름 저항을 고려하기 위하여 수심적분된 전통적인 동수력학 방정식에 항력항을 첨가하였다. 그리고 해수교환율을 평가하기 위하여 임의행보(random walk) 수치모형을 사용하였다. 본 모형은 부산항의 잔교식 항만구조물의 설계에 이용되었으며, 이 때 투과성 구조물은 불투과성 구조물의 경우보다 유속이 증가하고 해수교환율이 향상되는 결과를 보였다. 본 모형은 앞으로 투과성 구조물의 설계에 있어서 유용하게 사용될 수 있을 것으로 기대된다.

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