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.)](/cms/asset/62814801-6f6e-4e11-bc9f-1b0b14da32ee/tsos_a_2072583_f0001_oc.jpg)
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.)](/cms/asset/3ac10689-58da-4750-b890-a6f9fc5c0b1f/tsos_a_2072583_f0002_oc.jpg)
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.)](/cms/asset/207817b1-ea2e-47a6-b099-49bf4f1642c5/tsos_a_2072583_f0003_oc.jpg)
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.)](/cms/asset/bac43807-af66-4b20-84b1-900f8562563f/tsos_a_2072583_f0004_oc.jpg)
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.)](/cms/asset/9a0dda45-ecb0-4901-a8b5-2a512ac43208/tsos_a_2072583_f0006_oc.jpg)
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.)](/cms/asset/1b9aa444-6929-4f82-a1ef-dbdc64bade3a/tsos_a_2072583_f0007_oc.jpg)
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.)](/cms/asset/9191abed-4705-4ea7-b248-563df2dad943/tsos_a_2072583_f0008_oc.jpg)
Figure 9. General algorithm including all deformation modes. Adapted from Pire (Citation2018).
![Figure 9. General algorithm including all deformation modes. Adapted from Pire (Citation2018).](/cms/asset/1778b14f-9c05-4d25-ba98-67e202c081b0/tsos_a_2072583_f0009_ob.jpg)
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.)](/cms/asset/496fd5a7-3cae-4f6a-ba52-c9876f6bc10d/tsos_a_2072583_f0010_oc.jpg)
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.)](/cms/asset/9d8dd12b-7ddb-45da-bbe5-425ba880691e/tsos_a_2072583_f0011_oc.jpg)
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.)](/cms/asset/a204ba7a-c728-46a6-8113-1733be2273f8/tsos_a_2072583_f0012_oc.jpg)
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.)](/cms/asset/8cc012d8-cfab-4897-95c4-472206e0aedb/tsos_a_2072583_f0013_oc.jpg)
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.)](/cms/asset/8934d031-b397-494b-b9d0-d05ccea0e55f/tsos_a_2072583_f0014_oc.jpg)
Table 1. Mooring modules feature comparison.