Norbert Kruissen
Trials Technician

“I take care of checking and connecting all the instrumentation components to the MARIN Measurement System. The model was placed on our mass property measurement (MPM)tableto measure the weight, inertias and centre of gravity. Based on the output, ballast weights are added at relevant locations to match the loading condition requested by the client.In this case, the ship model was segmented into four separate pieces and each part was coupled with an instrumented beam. It was vital to know the centre of gravity and inertias for further structural analysis, therefore every section was placed on the MPMtable.”
Norbert Kruissen
Trials Technician

René Bosman
Senior Specialist Mechanical Measurement

“After an initial feasibility study, we were confident that we could achieve a good representation of the pod stiffness at model scale. Scaling three modes and the related shapes at the same time is, however, not straightforward, particularly the rotational mode shape around
the Z axis.
The five-component transducer was calibrated in MARIN’s new calibration setup. In total, 120 load points in 24 different load cases were applied with a very precise machined tool to enable us to assess the forces and moments in several directions.”
René Bosman
Senior Specialist Mechanical Measurement

Levent Kaydihan
Senior Specialist Hydrostructural Services

We did the design of the aluminium beam by making a finite element model of the physical test model. The four segments are defined as rigid bodies and connected together by a flexible longitudinal tube. The mass and inertial properties of each segment are defined according to the best estimate of those that are expected for the physical model. We did both dry and wetted analyses. After the analyses, a beam with an outer diameter of 190mm and a wall thickness of 10mm was chosen.
Levent Kaydihan
Senior Specialist Hydrostructural Services

January 2026, no. 146

Interested? Contact us to discuss your options

Figure 1: First global vertical flexural vibration mode..

Figure 1: First global vertical flexural vibration mode..

Whipping is the transient elastic vibration of the ship’s hull girder which can be caused by slamming for example. For the double-ended ferry, whipping is an important phenomenon to consider when determining design loads. It was therefore necessary to test the ferry using a flexible model.

In order to scale the hull girder flexibility, it is important to represent the shapes and frequencies of the first few global flexural vibration modes. This means that the mass and stiffness distribution of the ship should be adequately represented. For the double-ended ferry modelling, the first vertical global flexural mode illustrated in Figure 1 was deemed sufficient.

A scale model for hydrostructural investigation

If ships become larger, they become more flexible, and this can have an important influence on the design loads of ships. Typically, this means cutting the model into a number of segments and connecting them using a steel or aluminium beam.

A scale model for hydrostructural investigation

Figure 2: Model split into four segments to represent the shape of the first flexural vibration mode.

Figure 2: Model split into four segments to represent the shape of the first flexural vibration mode.
Figure 3: Model on balloons to determine dry natural frequencies.

Figure 3: Model on balloons to determine dry natural frequencies.

Flexural behaviour of the pods

As a result of the specific design of this type of ship, the flexural behaviour of the pods under dynamical loads was also assessed. In order to accurately represent the flexural behaviour of the pod, the stiffness of the pod was scaled.

The different mode shapes of the pod depend on the stiffness and inertia in each direction, as well as the mass and added mass. During the feasibility study it became clear that one of our five-component transducers was stiff enough for the pod. Additionally, the inertia of the manufactured scaled pod was within an acceptable range. On top of the five-component transducer, an additional spring element was specially designed by our production team with the aid of FE calculations.

In conclusion, the model was successfully designed and built in a way that accurately reflects the first global vertical flexural vibration mode, as well as the first three vibration modes of one of the pods. Ultimately, this model allowed us to determine the effect of whipping on the design load.

In the next article we outline the model tests used to determine the loads and responses.

Tests in air are therefore preferred. One way to do this is to hang the model in springs. A model consisting of four segments requires 16 springs and although certainly doable, the setup becomes quite cumbersome. However, we found a novel way to determine dry natural frequencies. This was done by placing the model on four large balloons. Figure 3 shows the ferry on the balloons. Information about the shapes and frequencies are again found by applying an impulsive load.

The natural frequencies were determined from eight accelerometers installed over the length of the beam, and four accelerometers installed on the edges of the model. The natural frequency of the second mode was not tuned. However, the two are still in reasonable agreement. Overall, the model is slightly less stiff than the actual ship.

In order to properly represent the shape of the first flexural vibration mode, the model was split into four segments and connected again using an aluminium tube. The distance between the segments is 1cm. The model, with an indication of the four segments, is shown in Figure 2.

Tests in water and air

After designing the flexible beam properties and completing the assembly, the shapes and frequencies of the vibration modes were measured and compared with what was specified. These tests were done both in water and air. Tests in water are carried out by placing the instrumented model in water and exciting it by applying an impulsive load. The disadvantage is that the vibrations of the model also result in the movement of the water. This results in additional mass that is added to the mass of the model. This added mass can be calculated, but it does result in a level of uncertainty.

Ingo Drummen

Senior Project Manager

René Bosman
Senior Specialist Mechanical Measurement

“After an initial feasibility study, we were confident that we could achieve a good representation of the pod stiffness at model scale. Scaling three modes and the related shapes at the same time is, however, not straightforward, particularly the rotational mode shape around
the Z axis.
The five-component transducer was calibrated in MARIN’s new calibration setup. In total, 120 load points in 24 different load cases were applied with a very precise machined tool to enable us to assess the forces and moments in several directions.”
René Bosman
Senior Specialist Mechanical Measurement

Norbert Kruissen
Trials Technician

“I take care of checking and connecting all the instrumentation components to the MARIN Measurement System. The model was placed on our mass property measurement (MPM)tableto measure the weight, inertias and centre of gravity. Based on the output, ballast weights are added at relevant locations to match the loading condition requested by the client.In this case, the ship model was segmented into four separate pieces and each part was coupled with an instrumented beam. It was vital to know the centre of gravity and inertias for further structural analysis, therefore every section was placed on the MPMtable.”
Norbert Kruissen
Trials Technician

January 2026, no. 146

Flexural behaviour of the pods

As a result of the specific design of this type of ship, the flexural behaviour of the pods under dynamical loads was also assessed. In order to accurately represent the flexural behaviour of the pod, the stiffness of the pod was scaled.

The different mode shapes of the pod depend on the stiffness and inertia in each direction, as well as the mass and added mass. During the feasibility study it became clear that one of our five-component transducers was stiff enough for the pod. Additionally, the inertia of the manufactured scaled pod was within an acceptable range. On top of the five-component transducer, an additional spring element was specially designed by our production team with the aid of FE calculations.

In conclusion, the model was successfully designed and built in a way that accurately reflects the first global vertical flexural vibration mode, as well as the first three vibration modes of one of the pods. Ultimately, this model allowed us to determine the effect of whipping on the design load.

In the next article we outline the model tests used to determine the loads and responses.

Figure 2: Model split into four segments to represent the shape of the first flexural vibration mode.

Figure 2: Model split into four segments to represent the shape of the first flexural vibration mode.

Figure 1: First global vertical flexural vibration mode..

Figure 1: First global vertical flexural vibration mode..
Figure 3: Model on balloons to determine dry natural frequencies.

Figure 3: Model on balloons to determine dry natural frequencies.

Tests in air are therefore preferred. One way to do this is to hang the model in springs. A model consisting of four segments requires 16 springs and although certainly doable, the setup becomes quite cumbersome. However, we found a novel way to determine dry natural frequencies. This was done by placing the model on four large balloons. Figure 3 shows the ferry on the balloons. Information about the shapes and frequencies are again found by applying an impulsive load.

The natural frequencies were determined from eight accelerometers installed over the length of the beam, and four accelerometers installed on the edges of the model. The natural frequency of the second mode was not tuned. However, the two are still in reasonable agreement. Overall, the model is slightly less stiff than the actual ship.

Ingo Drummen

Senior Project Manager

Levent Kaydihan
Senior Specialist Hydrostructural Services

We did the design of the aluminium beam by making a finite element model of the physical test model. The four segments are defined as rigid bodies and connected together by a flexible longitudinal tube. The mass and inertial properties of each segment are defined according to the best estimate of those that are expected for the physical model. We did both dry and wetted analyses. After the analyses, a beam with an outer diameter of 190mm and a wall thickness of 10mm was chosen.
Levent Kaydihan
Senior Specialist Hydrostructural Services

In order to properly represent the shape of the first flexural vibration mode, the model was split into four segments and connected again using an aluminium tube. The distance between the segments is 1cm. The model, with an indication of the four segments, is shown in Figure 2.

Tests in water and air

After designing the flexible beam properties and completing the assembly, the shapes and frequencies of the vibration modes were measured and compared with what was specified. These tests were done both in water and air. Tests in water are carried out by placing the instrumented model in water and exciting it by applying an impulsive load. The disadvantage is that the vibrations of the model also result in the movement of the water. This results in additional mass that is added to the mass of the model. This added mass can be calculated, but it does result in a level of uncertainty.

Whipping is the transient elastic vibration of the ship’s hull girder which can be caused by slamming for example. For the double-ended ferry, whipping is an important phenomenon to consider when determining design loads. It was therefore necessary to test the ferry using a flexible model.

In order to scale the hull girder flexibility, it is important to represent the shapes and frequencies of the first few global flexural vibration modes. This means that the mass and stiffness distribution of the ship should be adequately represented. For the double-ended ferry modelling, the first vertical global flexural mode illustrated in Figure 1 was deemed sufficient.

A scale model for hydrostructural investigation

If ships become larger, they become more flexible, and this can have an important influence on the design loads of ships. Typically, this means cutting the model into a number of segments and connecting them using a steel or aluminium beam.

Interested? Contact us to discuss your options

MARIN
Report
A scale model for hydrostructural investigation

About MARIN Report magazine

MARIN is a globally recognised institute for maritime research. Our mission is 'Better Ships, Blue Oceans': we stand for clean, smart and safe shipping and sustainable use of the sea. Through this magazine we keep you informed of our latest research.
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