DYNAMIC CHARACTERISTIC ANALYSIS OF A 3-D SEMI-SUBMERGED BODY AS A FLUID-STRUCTURE INTERACTION SYSTEM

An Arnoldi's method with new iteration pattern, which was designed for solving a large unsymmetric eigenvalue problem introduced by displacement-pressure FE (Finite Element) pattern of a fluid-structure interaction system, was adopted here to get the dynamic characteristics of the semi-submerge...

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Published inApplied mathematics and mechanics Vol. 25; no. 3; pp. 338 - 346
Main Author 徐刚 任文敏
Format Journal Article
LanguageEnglish
Published Dordrecht Springer Nature B.V 01.03.2004
Department of Engineering Mechanics, Tsinghua University,Beijing 100084, P.R.China
EditionEnglish ed.
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ISSN0253-4827
1573-2754
DOI10.1007/bf02437337

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Abstract An Arnoldi's method with new iteration pattern, which was designed for solving a large unsymmetric eigenvalue problem introduced by displacement-pressure FE (Finite Element) pattern of a fluid-structure interaction system, was adopted here to get the dynamic characteristics of the semi-submerged body. The new iteration pattern could be used efficiently to obtain the Arnoldi's vectors in the shift-frequency technique, which was used for the zero-frequency problem. Numerical example showed that the fluid-structure interaction is one of the important factors to the dynamic characteristics of large semi-submerged thin-walled structures.
AbstractList An Arnoldi's method with new iteration pattern, which was designed for solving a large unsymmetric eigenvalue problem introduced by displacement-pressure FE (Finite Element) pattern of a fluid-structure interaction system, was adopted here to get the dynamic characteristics of the semi-submerged body. The new iteration pattern could be used efficiently to obtain the Arnoldi's vectors in the shift-frequency technique, which was used for the zero-frequency problem. Numerical example showed that the fluid-structure interaction is one of the important factors to the dynamic characteristics of large semi-submerged thin-walled structures.
O321; An Arnoldi's method with new iteration pattern, which was designed for solving a large unsymmetric eigenvalue problem introduced by displacement-pressure FE (Finite Element) pattern of a fluid-structure interaction system, was adopted here to get the dynamic characteristics of the semi-submerged body. The new iteration pattern could be used efficiently to obtain the Arnoldi's vectors in the shift-frequency technique, which was used for the zero-frequency problem. Numerical example showed that the fluid-structure interaction is one of the important factors to the dynamic characteristics of large semi-submerged thin-walled structures.
An Arnoldi’s method with new iteration pattern, which was designed for solving a large unsymmetric eigenvalue problem introduced by displacement-pressure FE (Finite Element) pattern of a fluid-structure interaction system, was adopted here to get the dynamic characteristics of the semi-submerged body. The new iteration pattern could be used efficiently to obtain the Arnoldi’s vectors in the shift-frequency technique, which was used for the zero-frequency problem. Numerical example showed that the fluid-structure interaction is one of the important factors to the dynamic characteristics of large semisubmerged thin-walled structures.
Author 徐刚 任文敏
AuthorAffiliation DepartmentofEngineeringMechanics,TsinghuaUniversity,Beijing100084,P.R.China
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10.1016/0010-4655(89)90149-5
10.1016/0045-7949(89)90242-3
10.1002/nme.1620130102
10.1006/jsvi.1996.0307
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Keywords semi-submerged body
fluid-structure interaction
finite element method
Arnoldi's method
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A Jennings (BF02437337_CR2) 1985; 5
L Olson (BF02437337_CR6) 1989; 33
W E Arnoldi (BF02437337_CR4) 1951; 9
T Mazuch (BF02437337_CR5) 1996; 193
O C Zienkiewicz (BF02437337_CR1) 1978; 13
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  doi: 10.1006/jsvi.1996.0307
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Snippet An Arnoldi's method with new iteration pattern, which was designed for solving a large unsymmetric eigenvalue problem introduced by displacement-pressure FE...
An Arnoldi’s method with new iteration pattern, which was designed for solving a large unsymmetric eigenvalue problem introduced by displacement-pressure FE...
O321; An Arnoldi's method with new iteration pattern, which was designed for solving a large unsymmetric eigenvalue problem introduced by displacement-pressure...
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SubjectTerms Arnoldi理论
Dynamic characteristics
Eigenvalues
Fluid-structure interaction
Iterative methods
Mathematical analysis
Submerged bodies
Thin wall structures
动力学特征分析
悬浮物体
有限元理论
流体结构相互作用
船舶静力学
Title DYNAMIC CHARACTERISTIC ANALYSIS OF A 3-D SEMI-SUBMERGED BODY AS A FLUID-STRUCTURE INTERACTION SYSTEM
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