Analytical model of non-linear load reduction devices for catenary moorings
Analytical model of non-linear load reduction devices for catenary moorings
Load reduction devices are extensible components installed along mooring lines to provide peak and mean mooring load reduction, and are of particular interest for floating offshore wind applications. Various concepts exist, including ballasted pendulums, thermoplastic springs and hydraulic dampers, all of which provide compliance to environmental loads. This enables lighter mooring lines, smaller anchors and increased fatigue life of mooring lines – contributing to higher reliability and lower cost. Load reduction devices are designed to exhibit a nonlinear load-extension behaviour: lower stiffness in the operational strain range to reduce loads, and higher stiffness at high strain. These devices are becoming an increasingly common consideration for FOWTs, and are pushing traditional analysis and design methods to readily incorporate nonlinearity. Wellestablished static catenary equations, used to define mooring tension-offset profiles, only account for linear elasticity such that capturing non-linear response typically requires finite element modelling. This paper presents an
alternative through paramteterising equations for three different non-linear load-extension curves and incorporating them into the existing catenary equations. For a given non-linear load-extension curve and length of load reduction device, the resulting analytical model can be solved quasi-instantaneously using Newton-Raphson or NewtonKrylov iterations to give vertical and horizontal mooring line tensions and thus strain of the device. Results from the new analytical model are compared with finite element predictions showing agreement to within 1%. The analytical model can be
solved for any two unknowns, such that optimal load reduction device length and stiffness can be determined instantaneously given maximum environmental load and allowable surge. The new analytical equations are implemented into a graphical app, which allows the user to input any load reduction device
parameters and visualise the resulting mooring system’s geometry and tension-offset profile.
The American Society of Mechanical Engineers
Festa, Oscar George
4710abfd-aa37-478e-98c8-21bc2e292384
Gourvenec, Susan
6ff91ad8-1a91-42fe-a3f4-1b5d6f5ce0b8
Sobey, Adam
e850606f-aa79-4c99-8682-2cfffda3cd28
Festa, Oscar George
4710abfd-aa37-478e-98c8-21bc2e292384
Gourvenec, Susan
6ff91ad8-1a91-42fe-a3f4-1b5d6f5ce0b8
Sobey, Adam
e850606f-aa79-4c99-8682-2cfffda3cd28
Festa, Oscar George, Gourvenec, Susan and Sobey, Adam
(2023)
Analytical model of non-linear load reduction devices for catenary moorings.
In Proceedings of the ASME 2023 42nd International Conference on Ocean, Offshore and Arctic Engineering OMAE202.
The American Society of Mechanical Engineers.
10 pp
.
(In Press)
Record type:
Conference or Workshop Item
(Paper)
Abstract
Load reduction devices are extensible components installed along mooring lines to provide peak and mean mooring load reduction, and are of particular interest for floating offshore wind applications. Various concepts exist, including ballasted pendulums, thermoplastic springs and hydraulic dampers, all of which provide compliance to environmental loads. This enables lighter mooring lines, smaller anchors and increased fatigue life of mooring lines – contributing to higher reliability and lower cost. Load reduction devices are designed to exhibit a nonlinear load-extension behaviour: lower stiffness in the operational strain range to reduce loads, and higher stiffness at high strain. These devices are becoming an increasingly common consideration for FOWTs, and are pushing traditional analysis and design methods to readily incorporate nonlinearity. Wellestablished static catenary equations, used to define mooring tension-offset profiles, only account for linear elasticity such that capturing non-linear response typically requires finite element modelling. This paper presents an
alternative through paramteterising equations for three different non-linear load-extension curves and incorporating them into the existing catenary equations. For a given non-linear load-extension curve and length of load reduction device, the resulting analytical model can be solved quasi-instantaneously using Newton-Raphson or NewtonKrylov iterations to give vertical and horizontal mooring line tensions and thus strain of the device. Results from the new analytical model are compared with finite element predictions showing agreement to within 1%. The analytical model can be
solved for any two unknowns, such that optimal load reduction device length and stiffness can be determined instantaneously given maximum environmental load and allowable surge. The new analytical equations are implemented into a graphical app, which allows the user to input any load reduction device
parameters and visualise the resulting mooring system’s geometry and tension-offset profile.
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Accepted/In Press date: 12 April 2023
Venue - Dates:
42nd International Conference on Ocean, Offshore and Arctic Engineering, , Melbourne, Australia, 2023-06-11 - 2023-06-16
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Local EPrints ID: 476410
URI: http://eprints.soton.ac.uk/id/eprint/476410
PURE UUID: e9f0af79-74cf-48f9-85e5-9946f81810cb
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Date deposited: 20 Apr 2023 17:10
Last modified: 17 Mar 2024 03:48
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