• 제목/요약/키워드: hydrodynamic force and moment

검색결과 72건 처리시간 0.018초

Rankine Source 분포를 이용한 선체주위 자유표면류의 수치계산 (Numerical Calculation of the Flow around a Ship by Means of Rankine Source Distribution)

  • 김재신;이귀주;좌순원
    • 대한조선학회지
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    • 제27권4호
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    • pp.32-42
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    • 1990
  • 선체표면 및 자유표면에 Rankine Source를 분포하는 방법에 의하여 선체 주위의 유동의 수치계산을 수행하였다. 선체표면 및 자유표면은 사각형 Panel들로 표시되며 자유표면 조건은 이중모형 흐름에 의해 선형화 되어 C.W. Dawson의 유한차분법에 따라 교란없는 자유표면에 적용되었다. Wigley 선형 및 Series 60, $C_B=0.6$ 선형에 대한 Fixed Condition에서의 조파저항, 선측파고, 압력분포 및 Trim & Sinkage 등을 계산하였으며 계산된 결과는 국내외 수조에서의 계측치와 비교하였다. 또한, 선체표면과 자유표면의 Panel 분할조건 및 자유표면의 설정영역의 변화에 따른 계산치의 영향도 아울러 조사하였다.

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비선형 탄성 다점지지 베어링 요소를 이용한 선미관 베어링의 유효지지점 검증 (Verification of Effective Support Points of Stern Tube Bearing Using Nonlinear Elastic Multi-Support Bearing Elements)

  • 정준모;최익흥;김규창
    • 대한조선학회논문집
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    • 제42권5호
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    • pp.479-486
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    • 2005
  • The final goal of shift alignment design is that the bearing reaction forces or mean pressures are within design boundaries for various service conditions of a ship. However, it is found that calculated bearing load can be substantially variable according to the locations of the effective support points of after sterntube bearing which are determined by simple calculation or assumption suggested by classification societies. A new analysis method for shaft alignment calculation is introduced in order to resolve these problems. Key concept of the new method is featured by adopting both nonlinear elastic and multi-support elements to simulate a bearing support Hertz contact theory is basically applied for nonlinear elastic stiffness calculation instead of the projected area method suggested by most of classification societies. Three loading conditions according to the bearing offset and the hydrodynamic moment and twelve models according to the locations of the effective support points of sterntube bearings are prepared to carry out quantitative verifications for an actual shafting system of 8000 TEU class container vessel. It is found that there is relatively large difference between assumed and calculated effective support points.