• Title/Summary/Keyword: 소파

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Boundary Element Analysis on the Hydraulic Characteristics of Submerged Breakwater with Trapezoidal Type (사다리꼴형상 잠제의 수리특성에 관한 경계요소해석)

  • Kim Nam-Hyeong;Yang Soon-Bo
    • Journal of the Korean Society for Marine Environment & Energy
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    • v.6 no.4
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    • pp.45-51
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    • 2003
  • The reflection and transmission of submerged breakwater with trapezoidal type are computed numerically using boundary element method. The analysis method is based on the wave pressure function with the contlnuit? in the analytical region including fluid and porous structures. Wane motion within the porous structures is simulated by introducing the linear dissipation coefficient and added mass coefficient. The results indicate that transmission and reflection coefficient are determined due to the change of slope of submerged breakwater with trapezoidal type.

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Static Tension Analysis Method for Floating Tire Breakwater (부 타이어 소파제의 정적 장력 해석 방법)

  • YOON Gil-Su;CHU Weon-Hyo
    • Korean Journal of Fisheries and Aquatic Sciences
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    • v.26 no.1
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    • pp.31-40
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    • 1993
  • This paper deals with static tension analysis method for Floating Tire Breakwater(FTB). FTB can be used for the limited wave height. It is especially focused on Goodyear type FTB easily applied to the breakwater for the fisheries cultivating region. The numerical examples for FTB design procedure was reviewed. It is also studied the static analysis method of offshore catenary spread mooring system. The general calculation procedure for the tension versus excursion curves for the multi-line system using the basic catenary relationship was studied. Calculation results showed good agreement with some existing mooring results. To extend this mooring force calculating method to the floating fisheries caitivating cages, the strength of synthetic fiber was considered. This analysis method can be used to the estimation of the mooring force for the floating structures such as floating breakwaters and floating artificial reefs.

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Investigation of Statbility of Truncated Tetrahedron Type Amore Block (깍은 사면체형 소파블록의 안정성 평가)

  • Cho, Hong-Dong;Bae, Woo-Seok;Kim, Myeong-Kyun;Lee, Ho-Jin
    • Journal of the Korean Society of Safety
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    • v.24 no.5
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    • pp.43-47
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    • 2009
  • Armor block is used to reduce wave energy. To do this, the stability of coastal structure is enhanced. It is very expensive to develop a new type armor block. So, the research of new type armor block is very short. We develope truncated tetrahedron type armor block(new type block) which have a hole in center part. In this study, the stability of new type armor block is investigated by hydraulic model test. In the result, the stability coefficient($K_D$) of new type armor block is 11.8. this value is more superior than value of tetrapod.

Numerical Study of Transmisson and Reflection Coefficients of a BBDB-Type Floating Breakwater (공기챔버형 부소파제의 투과 및 산란파 해석)

  • Hong, Do-Chun;Kim, Hyeon-Ju;Hong, Sa-Young
    • Journal of the Society of Naval Architects of Korea
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    • v.42 no.1 s.139
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    • pp.18-23
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    • 2005
  • The transmission and reflection coefficiencies of a BBDB-type floating breakwater in water of finite depth are studied taking account of fluctuating air pressure in the air chamber. The wave potential is calculated by a hybrid integral equation consisting of a Green integral equations associated with the Rankiue Green function inside the BBDB and the Kelvin Green function outside. The transmission and reflection coefficients of the breakwater are obtained directly from the potential solution in the outer region.

A Study on the Mechanical Characteristics by the Change of Bevel Angle of Welding Joint During PWHT (溶接이음부 形狀變化에 따른 後熱處理時의 力學的 特性에 關한 硏究)

  • 방한서;강성원;김기성;김종명;노찬승
    • Journal of Welding and Joining
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    • v.15 no.2
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    • pp.64-71
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    • 1997
  • In order to define the effects on shapes of welding joint, during Post Welding Heat Treatment (PWHT), we have carried out numerical analysis on the several test pieces by using computer program which was based on thermal-elasto-plastic-creep theories for the study. And then, welding residual stresses after PWHT were measured same test-pieces to compare with the results of numerical analysis. The main results obtained from this study is as follows: 1) The distribution modes of welding residual stresses are same on the all test pieces after and during PWHT by the both sides (measurement and numerical analysis). 2) The mechanical difference for change the thickness of plate and bevel angle are not appeared. 3) In a mechanical point of view (like material quality test, welding deformation etc.), manimum bevel angle (40$^{\circ}$.) is more suitable than maximum bevel angle (70$^{\circ}$).

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Experimental Study for the Stability of Core-Loc Armour Structure (Core-Loc소파구조물의 안정성에 관한 실험적 연구)

  • 윤한삼;남인식;김종인;류청로
    • Proceedings of the Korea Committee for Ocean Resources and Engineering Conference
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    • 2000.10a
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    • pp.154-158
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    • 2000
  • Hydraultic experiments were performed in 2-D were flume to investigate the stability o the breakwaters, the destruction of armor blocks and overtopping under irregular wave attack on the structures armored by \`Core-Loc\`. Overtopping rate and stability were examined and compared when armored by Core-Loc and by T.T.P. Results shows both type of blocks are stable and overtopping rates are similar in the adopted experimental condition. Therefore Core-Loc can replace some portion of T.T.P. which is uniquely used in Korea. Further integrated experimental data with Core-loc are need for destruction mechanism or overtopping rate.

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A Fundamental Study on the Welding Deformation of Plate by Using F.E.M. (유한요소법에 의한 평판의 용접 변형에 관한 기초적 연구)

  • 방한서;고민성;방희선
    • Journal of Ocean Engineering and Technology
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    • v.11 no.4
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    • pp.1-6
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    • 1997
  • When structures are constructed by welding, heat conduction brings welding deformation. This is accompanied by complicated mechanical phenomenon such as material nonlinear and geometric nonlinear behavior. Hitherto, the research of welding deformation has been accomplished by an analytical method and experimental data in Korea. In this paper, the computer program by F.E.M.(finite element method) which could analyze the deformation of thin plate considering phenomena(both material and geometric nonlinear behavior) has been developed and verified. The production mechanism and characteristics in the welding deformation of plate are studied by the results.

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An Implicit Unstructured Finite Element Method for Diffraction of Water Waves by Two-Dimensional Floating Breakwaters (부유체 주위의 2차원 회절 문제를 위한 내율적 비정렬 격자 유한요소해법)

  • 정구창
    • Journal of Ocean Engineering and Technology
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    • v.11 no.4
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    • pp.90-101
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    • 1997
  • A hybrid element method is presented for two-dimensional diffraction problem of water waves. In this method, only a limited fluid domain close to irregular bodies is discretized into conventional finite elements, while the remaining infinite domain is treated as one element with analytical representations of high accuracy. A finite element grid is automatically generated by using Dealunay triangulation based on the Bowyer's algorithm and a linear system of equations is approximately solved with the ILU-CGS algorithm. To validate the present scheme, Computational results are compared with the existing experimental data and other numerical solutions.

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Particle Simulation for Motion of 2-D Floating Body in Waves (파랑중 2차원 부유체 운동해석을 위한 입자법 시뮬레이션)

  • Park, Jong-Chun;Lee, Byung-Hyuk;Jung, Sung-Jun
    • 한국전산유체공학회:학술대회논문집
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    • 2008.03b
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    • pp.630-633
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    • 2008
  • A particle method has been developed for analyzing the motion of 2-D floating body in waves. The particle method is based on the MPS(Moving Particle Semi-implicit) method suggested by Koshizuka et al. (1996), and the flow motion coupled with the motion of floating body can be simulated. The wavemaker and wave absorber are installed at the inflow and outflow boundaries in a computational domain, respectively. The motion characteristics of a floating body is investigated numerically under the various computational conditions.

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Design of Vertical Slit type perforated Breakwater at Busan New Marine Town (부산 해상신도시에 있어서의 종 Slit형 유공방파제 설계)

  • 김재경;주희찬;안익성
    • Proceedings of the Korean Society of Coastal and Ocean Engineers Conference
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    • 1992.08a
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    • pp.58-63
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    • 1992
  • In addition to the traditional breakwater faculty, multipurpose breakwater of vertical slit type perforated breakwater was planed and designed using the idea of waterfront and wave dissipation of breakwater. As a result of experimental test, the good hydraulic characteristics was confirmed by comparison of traditional structure, and in order to the field application the section was improved on the test of result.

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