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Hydroelastic Analysis of Very Large Floating Structures Using Plate Green Functions 被引量:5

Hydroelastic Analysis of Very Large Floating Structures Using Plate Green Functions
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摘要 Great attention has been paid to the development of very large floating structures. Owing to their extreme large size and great flexibility, the coupling between the structural deformation and fluid motion is significant. This is a typical problem of hydroelasticity. Efficient and accurate estimation of the hydroelastic response of very large floating structures in waves is very important for design. In this paper, the plate Green function and fluid Green function are combined to analyze the hydroelastic response of very large floating structures. The plate Green function here is a new one proposed by the authors and it satisfies all boundary conditions for free-free rectangular plates on elastic foundations. The results are compared with some experimental data. It is shown that the method proposed in this paper is efficient and accurate. Finally, various factors affecting the hydroelastic response of very large floating structures are also studied. Great attention has been paid to the development of very large floating structures. Owing to their extreme large size and great flexibility, the coupling between the structural deformation and fluid motion is significant. This is a typical problem of hydroelasticity. Efficient and accurate estimation of the hydroelastic response of very large floating structures in waves is very important for design. In this paper, the plate Green function and fluid Green function are combined to analyze the hydroelastic response of very large floating structures. The plate Green function here is a new one proposed by the authors and it satisfies all boundary conditions for free-free rectangular plates on elastic foundations. The results are compared with some experimental data. It is shown that the method proposed in this paper is efficient and accurate. Finally, various factors affecting the hydroelastic response of very large floating structures are also studied.
出处 《海洋工程:英文版》 2003年第2期151-162,共12页 China Ocean Engineering
基金 TheprojectwasjointlysupportedbytheNationalNaturalScienceFoundationofChina (GrantNo .5 0 0 3910 )andtheScienceandTechnologyDevelopmentFoundationofShanghaiMunicipalGovernment (GrantNo .0 0XD140 15 )
关键词 流体弹性分析 格林函数 薄板理论 结构变形 波浪 VLFS 海洋动力学 hydroelastic response very large floating structure fluid Green function plate Green function thin plate theory free-free rectangular plate
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  • 1吴有生,杜双兴.极大型海洋浮体结构的流固耦合分析[J].舰船科学技术,1995(1):1-9. 被引量:18
  • 2范家参 黎家佑.“对弹性地基上的自由边矩形板”的探讨[J].应用数学和力学,1981,2(4):455-459.
  • 3陈树坚 彭育池.多种地基假定下弹性基础板的样条有限元计算[A]..第一届"计算力学学术交流会"论文集[C].,1980..
  • 4蔡承武 陈树坚 刘世宁.薄板混合型有限单元体及其在船坞底板计算中的应用[J].中山大学学报:自然科学版,1975,:1-1.
  • 5成祥生.弹性地基上自由边矩形板的弯曲、稳定和振动[J].应用数学和力学,1988,:9-9.
  • 6张福范.弹性薄板[M].北京:科学出版社,1964..
  • 7陈树坚 彭育池.多种地基假定下弹性基础板的样条有限元计算[A]..第一届""计算力学学术交流会""论文集[C].,1980..
  • 8张福范.弹性薄板[M].北京:科学出版社,1964..
  • 9陈叔陶.弹性地基上的自由边矩形板[J].力学学报,1960,4(1):23-35.
  • 10王克林 黄义.弹性地基上四边自由矩形板[J].计算结构力学及其应用,1985,2.

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