The analysis parameters used for the simulation are presented in Figure 10.

Figure 10 Analysis parameters

Since contact simulations are highly non-linear, the choice of analysis parameters might need several initial tests for achieving stable and physically realistic results. It is generally recommended to start out with simplified test analyses, such as this case study, before proceeding with the final simulation.

Results

This section presents results from the impact analysis and demonstrates how results can be evaluated in the post processor AquaView. When post processing, the main purpose is to verify that the contact simulation behaves as expected, evaluate the predator motion before and after impact, how the contact forces propagate through the net structure, and assess stresses and response in the area where impact occurs.

Figure 11 illustrates the vertical position of the predator and the net at the initial position.

Figure 11 Vertical position of net system.

Figure 12 shows the velocity of the predator during impact. Initially, the predator beam is accelerated using the prescribed time RAO, and the offloaded spring system as described in previous sections. The velocity increases until the target in the RAO is reached. Then the RAO is no longer active. This is seen in the first part of the time-domain simulation in Figure 12. In the moment of impact, the velocity drops significantly due to transfer of kinetic energy from the predator beam to the net.

Figure 12 Predator velocity

Figure 13 - Figure 15 illustrates the stress distribution in the net during impact. Due to the flexibility of the net, the deformation and stress propagate through the surrounding mesh. Initially, the stresses are concentrated to a small region in the impact zone. This is seen in Figure 13. As time progresses, the contact forces are distributed through a larger part of the mesh.

Figure 13 Right after impact

Figure 14 More milliseconds after impact

Figure 15 More milliseconds after impact

By reviewing the animation in AquaView, one can investigate when contact is initiated and how the contact forces are distributed over time. This is useful when it is necessary to identify regions with local high stresses, possible requirements for local reinforcements and general load transfer between construction parts.