| Project/Area Number |
62420037
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| Research Category |
Grant-in-Aid for General Scientific Research (A)
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| Allocation Type | Single-year Grants |
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| Research Field |
船舶構造・建造
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| Research Institution | The University of Tokyo |
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Principal Investigator |
OHTSUBO Hideomi University of Tokyo, Faculty of Engineering, Professor, 工学部, 教授 (20011132)
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| Co-Investigator(Kenkyū-buntansha) |
MURAKAMI Takahide University of Tokyo, Faculty of Engineering, Assistant, 工学部, 助手 (90143388)
TOI Yutaka University of tokyo Institute of Industrial Science, Associate Professor, 生産技術研究所, 助教授 (40133087)
KINOSHITA Takeshi University of Tokyo, Institute of Industrial Science, Associate Professor, 生産技術研究所, 助教授 (70107366)
YOSHIDA Khoichiro University of Tokyo, Faculty of Engineering, Professor, 工学部, 教授 (90010694)
MACHIDA Susumu University of Tokyo, Faculty of Engineering, Professor, 工学部, 教授 (70010692)
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| Project Period (FY) |
1987 – 1989
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| Project Status |
Completed (Fiscal Year 1989)
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| Budget Amount *help |
¥19,800,000 (Direct Cost: ¥19,800,000)
Fiscal Year 1989: ¥2,300,000 (Direct Cost: ¥2,300,000)
Fiscal Year 1988: ¥9,000,000 (Direct Cost: ¥9,000,000)
Fiscal Year 1987: ¥8,500,000 (Direct Cost: ¥8,500,000)
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| Keywords | longitudinal strength of ship / ship structure response / fatigue strength / wave load calculation / motion response calculation / non-linear response / Finite Element Method / 非線形動的応答 / 船体縦曲げモ-メント / サギングモ-メント / 国際統一規則 / せん断力分布 / 船体強度 / 不規則波 / AI / 衝撃荷重 / ランダム荷重 / 疲労亀裂伝播 / 亀裂開閉口 / 船舶構造応答 / 最適設計 / 3次元特異点分布 / ボルテラ汎関数級数展開 / 確率密度開数 / 非線形有限要素法 / 圧壊強度 |
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| Research Abstract |
There are three non-linearities for the response of ships structures in big waves. (1) non-linearity of gluid resistance against vertical moment of ships (2)slamming of exposed hull (3)whipping due to elastical behavior of ship. Longitudinal moment and shear force distribution for several types of ships were estimated by the authors according to numerical simulations considering those non-linearities.
Plate thickness effect in fatigue strength (so called "DEn Thickness penalty code") was investigated using non load carrying T shaped fillet welded joint in pulsating bending. It has been revealed that good finish of weld toe results in remarkable improvement of fatigue strength and almost vanish so called "platethickness effect". Regarding fatigue crack propagation under random loading, several patterns of power spectrum with different band widths in frequency were used, and meanstress level was changed from compression to tension to identify the crack closure effect. The various stress r
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ange DELTAS_r of random loading was converted into fixed value DELTAS_<eq> ( equivalent stress range ). Using this DELTAS_<eq> and considering crack closure effect, a possibility has been shoxun that the fatigue behavior under random loading may be predicted from constant amplitude test.
A numerical method was developed evaluation of wave loads, motion responses of general shaped floating bodies including ship hulls and also for evaluation of structural responses of complex structures composed by plural number of floating bodies and connecting elastic members. This method is based on both the three dimensional source distribution method and the wave interaction theory. High speed estimation method was adopted for evaluation of the Green functions in the three dimensional source distribution method and combining this with the wave interaction theory, efficient calculations of wave loads and motion responses can be accomplished.
New statistical theory is developed, which gives probability density function and extreme values of a weekly non-linear response to Gaussian input. It is determined that the theory gives good estimates of them by comparing with measured surge respons of a ship model moored in random waves.
The highly nonlinear structural analysis codes based on the low-order finite elements, which are (1) analysis code for space frames using linear Timoshenko beam elements, (2) analysis code for thin shells using constant-moment Mindlin plate elements, and (3) analysis code for axisymmetric solid using constant-strain quadrilateral elements, have been developed. Their accuracy and efficiency have been estimated, through the comparison with the results of the crush tests. Less
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