994
Views
5
CrossRef citations to date
0
Altmetric
Articles

Review of methods to assess the structural response of offshore wind turbines subjected to ship impacts

ORCID Icon, ORCID Icon, ORCID Icon, ORCID Icon & ORCID Icon
Pages 755-774 | Received 14 Sep 2021, Accepted 31 Mar 2022, Published online: 12 May 2022

Figures & data

Figure 1. Ship impact against a fixed (left) and a floating wind turbine (right). (This figure is available in colour online.)

Figure 1. Ship impact against a fixed (left) and a floating wind turbine (right). (This figure is available in colour online.)

Figure 2. Analysis simplification in ship impacts against fixed (left) and floating (right) offshore wind turbines. (This figure is available in colour online.)

Figure 2. Analysis simplification in ship impacts against fixed (left) and floating (right) offshore wind turbines. (This figure is available in colour online.)

Figure 3. Examined FOWT and defined earth-fixed (O) and body-fixed (B) reference frames. (This figure is available in colour online.)

Figure 3. Examined FOWT and defined earth-fixed (O) and body-fixed (B) reference frames. (This figure is available in colour online.)

Figure 4. Soil idealisation by using non-linear Winkler foundations. (This figure is available in colour online.)

Figure 4. Soil idealisation by using non-linear Winkler foundations. (This figure is available in colour online.)

Figure 5. Floater and mooring types. (This figure is available in colour online.)

Figure 5. Floater and mooring types. (This figure is available in colour online.)

Figure 6. Interaction and validation of the results obtained by experimental testing and mathematical modelling of ship collision events. (This figure is available in colour online.)

Figure 6. Interaction and validation of the results obtained by experimental testing and mathematical modelling of ship collision events. (This figure is available in colour online.)

Figure 7. Simplified model of a collision between a flexible OWT and a supply vessel. Adapted from: Pedersen (Citation2013). (This figure is available in colour online.)

Figure 7. Simplified model of a collision between a flexible OWT and a supply vessel. Adapted from: Pedersen (Citation2013). (This figure is available in colour online.)

Figure 8. Effective plastic strain on the whole collided jacket. From: Pire (Citation2018). (This figure is available in colour online.)

Figure 8. Effective plastic strain on the whole collided jacket. From: Pire (Citation2018). (This figure is available in colour online.)

Figure 9. General algorithm including all deformation modes. Adapted from Pire (Citation2018).

Figure 9. General algorithm including all deformation modes. Adapted from Pire (Citation2018).

Figure 10. Global deformation of the monopile OWT for different impact velocities. From: Bela et al. (Citation2017). (This figure is available in colour online.)

Figure 10. Global deformation of the monopile OWT for different impact velocities. From: Bela et al. (Citation2017). (This figure is available in colour online.)

Figure 11. Deformation modes observed in a FOWT subjected to hip impact. From: Echeverry et al. (Citation2020). (This figure is available in colour online.)

Figure 11. Deformation modes observed in a FOWT subjected to hip impact. From: Echeverry et al. (Citation2020). (This figure is available in colour online.)

Figure 12. Engineering Stress–Strain curve for mild steel. (This figure is available in colour online.)

Figure 12. Engineering Stress–Strain curve for mild steel. (This figure is available in colour online.)

Figure 13. Punching cone in Reinforced Concrete elements. (This figure is available in colour online.)

Figure 13. Punching cone in Reinforced Concrete elements. (This figure is available in colour online.)

Figure 14. Ship collision scheme and damage contours obtained with different concrete materials for an impact energy of 0.09 MJ (2000 Ton OSV with an initial velocity of 0.3 m/s). From: Marquez et al. (Citation2021). (This figure is available in colour online.)

Figure 14. Ship collision scheme and damage contours obtained with different concrete materials for an impact energy of 0.09 MJ (2000 Ton OSV with an initial velocity of 0.3 m/s). From: Marquez et al. (Citation2021). (This figure is available in colour online.)

Table 1. Mooring modules feature comparison.

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.