• 제목/요약/키워드: Free floating structure

검색결과 55건 처리시간 0.029초

Assembly of Biomimetic Peptoid Polymers

  • 남기태
    • 한국재료학회:학술대회논문집
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    • 한국재료학회 2011년도 춘계학술발표대회
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    • pp.10.2-10.2
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    • 2011
  • The design and synthesis of protein-like polymers is a fundamental challenge in materials science. A biomimetic approach is to explore the impact of monomer sequence on non-natural polymer structure and function. We present the aqueous self-assembly of two peptoid polymers into extremely thin two-dimensional (2D) crystalline sheets directed by periodic amphiphilicity, electrostatic recognition and aromatic interactions. Peptoids are sequence-specific, oligo-N-substituted glycine polymers designed to mimic the structure and functionality of proteins. Mixing a 1:1 ratio of two oppositely charged peptoid 36 mers of a specific sequence in aqueous solution results in the formation of giant, free-floating sheets with only 2.7 nm thickness. Direct visualization of aligned individual peptoid chains in the sheet structure was achieved using aberration-corrected transmission electron microscopy. Specific binding of a protein to ligand-functionalized sheets was also demonstrated. The synthetic flexibility and biocompatibility of peptoids provide a flexible and robust platform for integrating functionality into defined 2D nanostructures. In the later part of my talk, we describe the use of metal ions to construct two-dimensional hybrid films that have the ability to self-heal. Incubation of biomimetic peptoid polymers with specific divalent metal ions results in the spontaneous formation of uniform multilayers at the air-water interface. We anticipate that ease of synthesis and transfer of these two-dimensional materials may have many potential applications in catalysis, gas storage and sensing, optics, nanomaterial synthesis, and environmentally responsive scaffolds.

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부유식 풍력 하부구조물의 운동 저감을 위한 부가물 형상 연구 (Study on the Shape of Appendage for the Reduction of Motion of Floating Wind Turbine Platforms)

  • 서대원;안재현;오정근
    • 해양환경안전학회지
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    • 제28권7호
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    • pp.1201-1208
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    • 2022
  • 일반적으로 부유식 해상풍력발전 에너지의 수급성과 효율을 극대화하기 위해서는 하부구조물의 파랑 감쇠로 인한 운동을 저감시키는 것이 중요하다. 선행 연구들에 따르면 파도 중 하부구조물에 설치된 감쇠판에 의해서 발생한 와류점성으로 인해 운동 응답이 감소되는 것으로 나타났다. 본 연구에서는 5MW급 반잠수식 OC5 플랫폼과 감쇠판이 부착된 두가지 플랫폼을 설계하고, 와류점성으로 인한 운동저감효과를 확인하기 위해 자유감쇠실험과 수치계산을 수행하였다. 모형시험 결과로 낙하 높이를 30 mm, 40 mm, 50 mm에서의 상하 자유감쇠실험을 수행하였을 때 OC5 플랫폼 대비 두 가지의 형태의 감쇠판이 부착된 플랫폼이 상대적으로 운동감쇠성능이 향상되었다. 모형시험과 수치계산 결과에서 형상화한 감쇠판 모델(KSNU Plate 1, KSNU Plate 2)들이 각각 OC5 대비 상하운동 진폭이 1.1배, 1.3배 각각 감소했으며, KSNU Plate 2 플랫폼은 KSNU Plate 1 플랫폼보다 OC5 대비 약 2배 감쇠성능이 좋아진 것으로 나타났다. 본 연구에서는 감쇠판의 면적과 와류점성이 상하동요의 감쇠율과 밀접한 관련을 보여준다.

반 잠수식 복수부선의 진수설계 (Development of float off Operation Design for Mdlti Semi-submersible Barges with Symmetrical Stability Casings)

  • 양영태;최문길;이춘보;박병남;성석부
    • 한국해양공학회지
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    • 제17권2호
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    • pp.72-76
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    • 2003
  • This paper presents the design concept and operation results of float-off for FSO (340,000 DWT Class, ELF AMENAM KPONO Project) built on the ground, without dry dock facilities. It was the first attempt to build FSO, completely, on the ground and launch it using DBU (Double Barge Unit, which was connected by rigid frame structure.) The major characteristics of FSO, which are similar to general VLCC type hull, including topside structure, weigh 51,000 metric ton. In order to have sufficient stability during the deck immersion of DBU, while passing through a minimum water plane area zone, proper trim control was completed with LMC (Load Master Computer). The major features of the monitoring system include calculation for transverse bending moment, shear force, local strength check of each connector, based on component stress, and deformation check during the load-out and float-off. Another major concern during the operation was to avoid damages at the bottom and sides of FSO, due to motion & movement after free-floating; therefore, adequate clearances between DBU and FSO were to be provided, and guide posts were installed to prevent side damage of the DBU casings. This paper also presents various measures that indecate the connector bending moment, damage stability analysis, and mooring of DBU during float off.

On the Vibration Analysis of the Floating Elastic Body Using the Boundary Integral Method in Combination with Finite Element Method

  • K.T.,Chung
    • 대한조선학회지
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    • 제24권4호
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    • pp.19-36
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    • 1987
  • In this research the coupling problem between the elastic structure and the fluid, specially the hydroelastic harmonic vibration problem, is studied. In order to couple the domains, i.e., the structural domain and the fluid domain, the boundary integral method(direct boundary integral formulation) is used in the fluid domain in combination with the finite element method for the structure. The boundary integral method has been widely developed to apply it to the hydroelastic vibration problem. The hybrid boundary integral method using eigenfunctions on the radiation boundaries and the boundary integral method using the series form image-functions to replace the even bottom and free surface boundaries in case of high frequencies have been developed and tested. According to the boundary conditions and the frequency ranges the different boundary integral methods with the different idealizations of the fluid boundaries have been studied. Using the same interpolation functions for the pressure distribution and the displacement the two domains have been coupled and using Hamilton principle the solution of the hydroelastic have been obtained through the direct minimizing process. It has become evident that the finite-boundary element method combining with the eigenfunction or the image-function method give good results in comparison with the experimental ones and the other numerical results by the finite element method.

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효율적인 해양구조물 유동 해석을 위한 직교좌표계 기반의 코드 개발 - AMR, VOF, IBM, VIV, LES의 통합 (Development of a Cartesian-based Code for Effective Simulation of Flow Around a Marine Structure - Integration of AMR, VOF, IBM, VIV, LES)

  • 이경준;양경수
    • 대한조선학회논문집
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    • 제51권5호
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    • pp.409-418
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    • 2014
  • Simulation of flow past a complex marine structure requires a fine resolution in the vicinity of the structure, whereas a coarse resolution is enough far away from it. Therefore, a lot of grid cells may be wasted, when a simple Cartesian grid system is used for an Immersed Boundary Method (IBM). To alleviate this problems while maintaining the Cartesian frame work, we adopted an Adaptive Mesh Refinement (AMR) scheme where the grid system dynamically and locally refines as needed. In this study, We implemented a moving IBM and an AMR technique in our basic 3D incompressible Navier-Stokes solver. A Volume Of Fluid (VOF) method was used to effectively treat the free surface, and a recently developed Lagrangian Dynamic Subgrid-scale Model (LDSM) was incorporated in the code for accurate turbulence modeling. To capture vortex induced vibration accurately, the equation for the structure movement and the governing equations for fluid flow were solved at the same time implicitly. Also, We have developed an interface by using AutoLISP, which can properly distribute marker particles for IBM, compute the geometrical information of the object, and transfer it to the solver for the main simulation. To verify our numerical methodology, our results were compared with other authors' numerical and experimental results for the benchmark problems, revealing excellent agreement. Using the verified code, we investigated the following cases. (1) simulating flow around a floating sphere. (2) simulating flow past a marine structure.

수치해석을 이용한 그룹형 석션파일의 수평방향 지지거동 분석 (Horizontal Bearing Behavior of Group Suction Piles by Numerical Analysis)

  • 이주형;이시훈;김성렬
    • 한국지반공학회논문집
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    • 제29권11호
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    • pp.119-127
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    • 2013
  • 최근 해양구조물의 건설이 활발해짐에 따라 해상 부유식 구조체를 경제적으로 지지할 수 있는 새로운 기초형식을 개발하려는 연구가 이루어지고 있다. 본 연구에서는 기존의 대구경 단일형 석션파일 대신에 다수의 중구경 석션파일을 콘크리트 파일캡으로 결합한 그룹형 석션파일 형식에 대하여 연구하였다. 해상 부유식 구조체에 사용되는 기초의 경우 수평방향 하중이 지배적이므로 그룹형 석션파일의 수평방향 지지거동을 3차원 유한요소 해석을 통해 분석하였다. 그룹형 석션파일은 근입깊이가 얕아서 강체기초 거동을 하게 되므로 수평방향 거동을 분석할 때 지표면 부근의 낮은 구속압을 받는 지반의 정밀한 거동 모사가 필요하다. 이를 위하여, 탄성계수, 지반강도 등을 지반 구속압에 따라 증가되도록 모델링하였다. 해석조건은 석션파일 중심간 거리, 그리고 사질토와 점성토의 지반조건 등을 변화시키며 변수연구를 수행하였다. 그 결과, 석션파일 사이의 간격이 증가함에 따라 점차 항복하중이 증가하였으며, 그룹형 석션파일의 항복하중은 S/D=5인 경우 회전을 허용한 단일형 석션파일 항복하중의 약 3배인 것으로 나타났다.

감쇠판에 의한 원기둥의 상하운동 저감 모형시험 (Model Test for Heave Motion Reduction of a Circular Cylinder by a Damping Plate)

  • 고혁준;김정록;조일형
    • 한국해양공학회지
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    • 제27권4호
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    • pp.76-82
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    • 2013
  • Motion reduction of an offshore structure at resonant frequency is essential for avoiding critical damage to the topside and mooring system. A damping plate has a distinct advantage in reducing the motion of a floating structure by increasing the added mass and the damping coefficient. In this study, the heave motion responses of a circular cylinder with an impermeable and a permeable damping plate attached at the bottom of the cylinder were investigated thru a model test. The viscous damping coefficients for various combinations of porosity were obtained from a free-decay test by determining the ratio between any pair of successive amplitudes. Maximum energy dissipation occurred at a porous plate with a porosity P = 0.1008. Experimental results for regular and irregular waves were compared with an analytical solution by Cho (2011). The measured heave RAO and spectrum reasonably followed the trends of the predicted values. A significant motion reduction at resonant frequency was pronounced and the heaving-motion energy calculated by the integration of the area under the heave motion spectrum was reduced by more than 75% by the damping plate. However, additional energy dissipation by eddies of strong vorticity and flow separation inside a porous damping plate was not found in the present experiments.

서울시 주요 습지유형별 생태적 특성 분석 (The Analysis of the Ecological Characteristics of the Major Wetland Types in Seoul)

  • 이경재;권전오;이수동
    • 한국환경생태학회지
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    • 제17권1호
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    • pp.44-55
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    • 2003
  • 서울시의 대표적인 습지유형인 저수지형습지(송파구 방이동 습지)와 묵은논형습지(은평구 북한산성 입구 습지)에 대한 현장조사(현존식생, 식물상, 야생조류)를 실시하여 각각의 특성을 비교.분석하였다. 현존식생에 있어 저수지형습지는 개방수면이 넓고 추수(抽水)식물인 갈대의 분포가 넓은데 반해 묵은논형습지는 수심이 전반적으로 낮고 일정하기 때문에 개방수면이 협소하고 습생(濕生)식물인 고마리의 분포면적이 넓었다. 식물상에 있어서는 저수지형습지에서 42과 80속 86종 8변종 1품종 95종류가 조사되는데 이중 나도겨풀, 마름, 수련과 같은 부엽식물과 좀개구리밥과 같은 부유식물이 조사되었으나 묵은논형습지에서는 부엽식물과 부유식물이 조사되지 않았다. 그리고 묵은논형 습지에서는 35과 53속 57종 7변종 1품종 65종류가 조사되었다. 야생조류는 저수지형습지인 송파구 방이동 습지에서 28종 433개체가 조사되었으며 이중 서울시 보호종 6종 모두를 포함하여 산새와 물새가 고르게 관찰되었다. 묵은논형습지인 은평구 북한산성습지에서는 32종 365개체가 조사되었는데 이중 천연기념물 1종, 환경부 보호종 1종, 서울시 보호종 4종이 관찰되었다. 저수지형습지에서 대상지 전반에 걸쳐 관찰되었으나 묵은논형습지에서는 경계부 산림지역에서 주로 출현하였다 전체적으로 저수지형습지가 현존식생, 식물상, 야생조류가 다양하게 나타났는데, 이는 저수지형습지의 지형구조가 다양함에 따라 식생유형과 동물상이 다양한 것으로 판단되었다.

Importance of substrate material for sustaining the bryozoan Pectinatella magnifica following summer rainfall in lotic freshwater ecosystems, South Korea

  • Choi, Jong-Yun;Joo, Gea-Jae;Kim, Seong-Ki;Hong, Dong-Gyun;Jo, Hyunbin
    • Journal of Ecology and Environment
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    • 제38권3호
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    • pp.375-381
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    • 2015
  • We investigated the influence of summer rainfall on Pectinatella magnifica colonies in lotic ecosystems. Of the examined substrate materials, branches and aquatic macrophytes supported more colonies of P. magnifica than that by stones or artificial materials. The influence of rainfall on P. magnifica colonies differed in accordance with the type of substrate material at each study site. In the Geum River, little difference was noted in the number of P. magnifica colonies on branches before ($mean{\pm}SE$, $24{\pm}7.3$ individuals) and after rainfall ($20{\pm}8.4$ ind.); other substrate types supported fewer colonies of P. magnifica after rainfall. In contrast, in the Miryang River, rainfall had minimal effect on the number of P. magnifica colonies supported by macrophytes ($13{\pm}3.8$ and $12{\pm}4.3$ ind., respectively). Artificial material was more abundant in the Banbyeon Stream where it was able to support more colonies of P. magnifica. We found that the structure of different substrates sustains P. magnifica following rainfall. In the Miryang River, free-floating and submerged plants with a relatively heterogeneous substrate surface were the dominant macrophytes, whereas in the Geum River, simple macrophytes (i.e., emergent plants) were dominant. Therefore, we conclude that the substrate type on which P. magnifica grows plays an important role in resisting physical disturbances such as rainfall.

부레옥잠 바이오매스의 특성분석과 제지적용성 평가 (Characterization of Water Hyacinth (Eichhornia crassipes) Biomass and Evaluation of Applicability as an Organic Filler to Papermaking)

  • 김동성;허윤성;성용주;한승원;서철모
    • 펄프종이기술
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    • 제46권5호
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    • pp.79-87
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    • 2014
  • The enrichment with nutrients in rivers and lakes becomes serious problems in Korea. As the environmental friendly solution, the phytoremediation are getting more attention and the water hyacinth could be a strong candidate plant for this. Water hyacinth is a free floating freshwater plant proven to be a effective plant used for a purification of a polluted lakes, sewage wastewater, and livestock wastewater. The biggest obstacles for application of water hyacinth in Korea could be the disposal of the water hyacinth before winter, because there is no feasible use for the water hyacinth until now. In this study, the characteristics of water hyacinth were deeply investigated for providing background data to develop appropriate application of the water hyacinth. The water hyacinth was fractioned three parts, leaf, air blader, root of which morphological properties were evaluated with microscope and field emission scanning electron microscope (FE-SEM). The water contents of each parts of the water hyacinth were 87% for leaf, 96.5% for air bladder, 94.6% for root. The chemical compositions of each parts were also measured and showed around 29% of hot water extract in leaf and air bladder, 42% holocellulose for leaf, 47% holocellulose for air bladder. The application of water hyacinth biomass without root parts to papermaking provided bulkier structure, but the tensile strength was decreased.