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Closed Open Fender Panel

As an important part of the whole marine fender system, the steel panels are used to distribute the reaction forces from the rubber units into the ship hull. They are resist combinations of bending, shear and local buckling.
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A whole rubber fender can be divided into numerous tiny finite element by finite element

analysis, the nature of each tiny element can be depend on the basic performance of material, through the finite element analysis, the basic properties of these tiny particles can be combined together, will have the whole fender parameters.


The frontal frame ,embedded parts, anchor chain are designed with scientific, rational and advanced. We adopt the finite element analysis software on the frontal frame specification size, hardness, shear pressure, surface pressure and so on. We should put the situation that we should considered into the software, the computer will simulate the data, including frontal frames’ collision, force, shear pressure, surface pressure and so on. Fully simulated conditions, the construction of the terminal, the ship’s tonnage level, the ship loaded with draft, wind speed, water drop, wave crowding force, the effective impact energy when landing, mooring wave rolling impact energy and all other related Natural Conditions and technical conditions. After simulation, we will confirmed whether it is corrected through the software,final confirmed, we can sure the frontal frame and accessories’ final design.


Closed Open Fender Panel (1)
Closed Open Fender Panel (2)

Stress distribution cloud diagram in X direction (the upper picture is the panel, the lower picture is the rib and bottom plate)

Closed Open Fender Panel (1)
Closed Open Fender Panel (2)

Stress distribution cloud diagram in Y direction (the upper picture is the panel, the lower picture is the rib and bottom plate)

Closed Open Fender Panel (1)
Closed Open Fender Panel (2)

Stress distribution cloud diagram in Z direction (the upper picture is the panel, the lower picture is the rib and bottom plate)


PIANC required Min. Thickness of steel for fender panels are below:

Plate exposed on two faces:12mm

Plates exposed on one face:9-10mm

Internal (not exposed):8mm

Closed Open Fender Panel (1)
Closed Open Fender Panel (2)


Structure Types

Closed Box Panels

Open Box Panels

Closed Open Fender Panel (1)
Closed Open Fender Panel (2)


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