Integral Method for Flow Induced Transverse Vibrations Analysis of Flexible Pipes

This paper reviews some existing studies and numerical methods used for flow induced transverse vibrations analysis of flexible pipes. An integral method, based on the use of Green’s functions, already used for different straight beam dynamic analysis is adapted for the proposed subject. This approx...

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Published inINCAS bulletin Vol. 12; no. 1; pp. 3 - 11
Main Authors ANGHEL, Viorel, SOROHAN, Stefan
Format Journal Article
LanguageEnglish
Published Bucharest INCAS - National Institute for Aerospace Research "Elie Carafoli" 01.03.2020
National Institute for Aerospace Research “Elie Carafoli” - INCAS
Subjects
Boundary conditions
Coriolis force
Eigenvalues
Elastic foundations
fem
Finite element method
Flexible pipes
Flow velocity
Fluid-structure interaction
Free vibration
green’s functions
Integrals
Numerical analysis
Numerical methods
pipeline
Pipelines
Pipes
stability
Transverse oscillation
Vibration analysis
Vibration control
vibrations
winkler foundation
Online AccessGet full text
ISSN2066-8201
2247-4528
DOI10.13111/2066-8201.2020.12.1.1

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Abstract This paper reviews some existing studies and numerical methods used for flow induced transverse vibrations analysis of flexible pipes. An integral method, based on the use of Green’s functions, already used for different straight beam dynamic analysis is adapted for the proposed subject. This approximate method leads to a matrix formulation and to an eigenvalue problem for free vibration analysis. The presented approach is able to estimate also the critical fluid velocities. Effects of boundary conditions and of elastic foundation characteristics, Coriolis terms and of other parameters on dynamic behavior of a pipe, can be included. Some numerical examples are also presented for comparisons with results obtained by FEM or with other data from literature. They show good agreement.
AbstractList This paper reviews some existing studies and numerical methods used for flow induced transverse vibrations analysis of flexible pipes. An integral method, based on the use of Green 's functions, already used for different straight beam dynamic analysis is adapted for the proposed subject. This approximate method leads to a matrix formulation and to an eigenvalue problem for free vibration analysis. The presented approach is able to estimate also the critical fluid velocities. Effects of boundary conditions and of elastic foundation characteristics, Coriolis terms and of other parameters on dynamic behavior of a pipe, can be included. Some numerical examples are also presented for comparisons with results obtained by FEM or with other data from literature. They show good agreement.
Author ANGHEL, Viorel
SOROHAN, Stefan
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  givenname: Stefan
  surname: SOROHAN
  fullname: SOROHAN, Stefan
  organization: “POLITEHNICA” University of Bucharest, Strength of Materials Department, Splaiul Independentei 313, 060042, Bucharest, Romania, stefan.sorohan@pub.ro
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Cites_doi 10.1016/j.jfluidstructs.2005.09.003
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10.1115/1.3149530
10.13111/2066-8201.2017.9.4.1
10.1016/0022-460x(86)90287-7
10.13189/ujme.2016.040201
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SubjectTerms Boundary conditions
Coriolis force
Eigenvalues
Elastic foundations
fem
Finite element method
Flexible pipes
Flow velocity
Fluid-structure interaction
Free vibration
green’s functions
Integrals
Numerical analysis
Numerical methods
pipeline
Pipelines
Pipes
stability
Transverse oscillation
Vibration analysis
Vibration control
vibrations
winkler foundation
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