Linear Time Complexity Algorithms for Time Domain Simulations of the Structural Mechanical Behaviour of Submarine Power Cables in Offshore Wind Power Applications

A part of modern submarine power cables is freely suspended in the water column and subject to hydrodynamic loads. It is thus important to carry out time domain simulations of design load cases as a basis for the investigation of the cables' mechanical fatigue behaviour. Accordingly, numericall...

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Published in:OCEANS 2024 - Singapore pp. 1 - 10
Main Authors: Schutt, Clemens, Otto, Christoph, Kosleck, Sascha, Mutschler, Patrick, Sander, Manuela, Quick, Henrich
Format: Conference Proceeding
Language:English
Published: IEEE 15.04.2024
Subjects:
linearisation
Loading
Mechanical cables
model order reduction
non-linear dynam-ics
Numerical models
Oceans
offshore power cables
Offshore wind power
Power cables
structural mechanics
Time-domain analysis
Wind power generation
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Abstract A part of modern submarine power cables is freely suspended in the water column and subject to hydrodynamic loads. It is thus important to carry out time domain simulations of design load cases as a basis for the investigation of the cables' mechanical fatigue behaviour. Accordingly, numerically performant models are required to simulate a large variety of metocean- and loading conditions. In consequence, different numerically efficient models are derived within the context of this paper and compared regarding their performance and accuracy.
AbstractList A part of modern submarine power cables is freely suspended in the water column and subject to hydrodynamic loads. It is thus important to carry out time domain simulations of design load cases as a basis for the investigation of the cables' mechanical fatigue behaviour. Accordingly, numerically performant models are required to simulate a large variety of metocean- and loading conditions. In consequence, different numerically efficient models are derived within the context of this paper and compared regarding their performance and accuracy.
Author Quick, Henrich
Sander, Manuela
Schutt, Clemens
Kosleck, Sascha
Mutschler, Patrick
Otto, Christoph
Author_xml – sequence: 1
  givenname: Clemens
  surname: Schutt
  fullname: Schutt, Clemens
  email: clemens.schuett@uni-rostock.de
  organization: University of Rostock,Chair of Ocean Engineering,Rostock,Germany
– sequence: 2
  givenname: Christoph
  surname: Otto
  fullname: Otto, Christoph
  email: christoph.otto@uni-rostock.de
  organization: University of Rostock,Chair of Ocean Engineering,Rostock,Germany
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  givenname: Sascha
  surname: Kosleck
  fullname: Kosleck, Sascha
  email: sascha.kosleck@uni-rostock.de
  organization: University of Rostock,Chair of Ocean Engineering,Rostock,Germany
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  givenname: Patrick
  surname: Mutschler
  fullname: Mutschler, Patrick
  email: patrick.mutschler@uni-Rostock.de
  organization: University of Rostock,Chair of Structural Mechanics,Rostock,Germany
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  givenname: Manuela
  surname: Sander
  fullname: Sander, Manuela
  email: manuela.sander@uni-Rostock.de
  organization: University of Rostock,Chair of Structural Mechanics,Rostock,Germany
– sequence: 6
  givenname: Henrich
  surname: Quick
  fullname: Quick, Henrich
  email: henrich.quick@50hertz.com
  organization: 50Hertz Transmission GmbH,Offshore department,Berlin,Germany
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Snippet A part of modern submarine power cables is freely suspended in the water column and subject to hydrodynamic loads. It is thus important to carry out time...
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StartPage 1
SubjectTerms linearisation
Loading
Mechanical cables
model order reduction
non-linear dynam-ics
Numerical models
Oceans
offshore power cables
Offshore wind power
Power cables
structural mechanics
Time-domain analysis
Wind power generation
Title Linear Time Complexity Algorithms for Time Domain Simulations of the Structural Mechanical Behaviour of Submarine Power Cables in Offshore Wind Power Applications
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