Numerical analysis of Wave-structure Interactions Using Potential-flow Solver

L Sun; J Zang; Rodney Eatock Taylor; Paul Taylor; Yoo Sang Choo

Numerical analysis of Wave-structure Interactions Using Potential-flow Solver

L Sun, J Zang, Rodney Eatock Taylor, Paul Taylor, Yoo Sang Choo

Research output: Contribution to conference › Poster › peer-review

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Abstract

A potential-flow solver DIFFRACT written in FORTRAN has been used to analyse the interactions between waves and offshore structures in frequency domain. The program is based on higher-order Boundary Element Method. Meshes generated by some commercial and free pre-processors (e.g. GAMBIT and SALOME) can be imported into the potential-flow solver to carry out hydrodynamic analysis. In this poster, main capabilities of DIFFRACT have been demonstrated in several practical applications.

Following numerical results can be provided by DIFFRACT
• First- and second-order wave forces on structures
• First- and second-order free surface elevations around structures
• First-order motions of single and multiple floating bodies
• Constraint forces between interconnected fixed/floating bodies

Many papers have been published basing on the numerical results from DIFFRACT and a list of publications can be found at http://www.mendeley.com/groups/2020743/4diffract/papers/. More features will be developed in future work.

Original language	English
Publication status	Published - 4 Jun 2014
Event	The 1st Partnership for Research in Marine Renewable Energy ( PRIMaRE) annual conference - the Sherwell Centre at Plymouth University, Plymouth, UK United Kingdom Duration: 4 Jun 2014 → 5 Jun 2014

Conference

Conference	The 1st Partnership for Research in Marine Renewable Energy ( PRIMaRE) annual conference
Country/Territory	UK United Kingdom
City	Plymouth
Period	4/06/14 → 5/06/14

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Numerical analysis of Wave-structure Interactions Using Potential-flow SolverSubmitted manuscript, 1.06 MB

Supergen Marine Technology challenge (SMARTY)
Zang, J.
Engineering and Physical Sciences Research Council
1/10/12 → 31/03/16
Project: Research council

Cite this

@conference{326e5df6135340208803eeb74ad2b0ce,

title = "Numerical analysis of Wave-structure Interactions Using Potential-flow Solver",

abstract = "A potential-flow solver DIFFRACT written in FORTRAN has been used to analyse the interactions between waves and offshore structures in frequency domain. The program is based on higher-order Boundary Element Method. Meshes generated by some commercial and free pre-processors (e.g. GAMBIT and SALOME) can be imported into the potential-flow solver to carry out hydrodynamic analysis. In this poster, main capabilities of DIFFRACT have been demonstrated in several practical applications.Following numerical results can be provided by DIFFRACT• First- and second-order wave forces on structures• First- and second-order free surface elevations around structures• First-order motions of single and multiple floating bodies• Constraint forces between interconnected fixed/floating bodiesMany papers have been published basing on the numerical results from DIFFRACT and a list of publications can be found at http://www.mendeley.com/groups/2020743/4diffract/papers/. More features will be developed in future work.",

author = "L Sun and J Zang and {Eatock Taylor}, Rodney and Paul Taylor and Choo, {Yoo Sang}",

year = "2014",

month = jun,

day = "4",

language = "English",

note = "The 1st Partnership for Research in Marine Renewable Energy ( PRIMaRE) annual conference ; Conference date: 04-06-2014 Through 05-06-2014",

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TY - CONF

T1 - Numerical analysis of Wave-structure Interactions Using Potential-flow Solver

AU - Sun, L

AU - Zang, J

AU - Eatock Taylor, Rodney

AU - Taylor, Paul

AU - Choo, Yoo Sang

PY - 2014/6/4

Y1 - 2014/6/4

N2 - A potential-flow solver DIFFRACT written in FORTRAN has been used to analyse the interactions between waves and offshore structures in frequency domain. The program is based on higher-order Boundary Element Method. Meshes generated by some commercial and free pre-processors (e.g. GAMBIT and SALOME) can be imported into the potential-flow solver to carry out hydrodynamic analysis. In this poster, main capabilities of DIFFRACT have been demonstrated in several practical applications.Following numerical results can be provided by DIFFRACT• First- and second-order wave forces on structures• First- and second-order free surface elevations around structures• First-order motions of single and multiple floating bodies• Constraint forces between interconnected fixed/floating bodiesMany papers have been published basing on the numerical results from DIFFRACT and a list of publications can be found at http://www.mendeley.com/groups/2020743/4diffract/papers/. More features will be developed in future work.

AB - A potential-flow solver DIFFRACT written in FORTRAN has been used to analyse the interactions between waves and offshore structures in frequency domain. The program is based on higher-order Boundary Element Method. Meshes generated by some commercial and free pre-processors (e.g. GAMBIT and SALOME) can be imported into the potential-flow solver to carry out hydrodynamic analysis. In this poster, main capabilities of DIFFRACT have been demonstrated in several practical applications.Following numerical results can be provided by DIFFRACT• First- and second-order wave forces on structures• First- and second-order free surface elevations around structures• First-order motions of single and multiple floating bodies• Constraint forces between interconnected fixed/floating bodiesMany papers have been published basing on the numerical results from DIFFRACT and a list of publications can be found at http://www.mendeley.com/groups/2020743/4diffract/papers/. More features will be developed in future work.

M3 - Poster

T2 - The 1st Partnership for Research in Marine Renewable Energy ( PRIMaRE) annual conference

Y2 - 4 June 2014 through 5 June 2014

ER -

Numerical analysis of Wave-structure Interactions Using Potential-flow Solver

Abstract

Conference

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Projects

Supergen Marine Technology challenge (SMARTY)

Cite this