A common problem with large panels is simple: the stiffness is not high enough, but increasing solid thickness is not always the preferred solution.
For equipment covers, platforms, vehicle panels, and other large structural parts, increasing thickness can improve bending stiffness, but it also increases weight, material consumption, and cost.
A sandwich structure offers another approach: use two stiff carbon fiber face sheets with a lightweight core between them, placing more material where it contributes most effectively to bending stiffness.
A typical carbon fiber sandwich panel consists of an upper carbon fiber face sheet, a lower carbon fiber face sheet, and a lightweight core between them.
When the panel bends, one face sheet primarily carries tension while the other primarily carries compression. The core supports the two face sheets, keeps them separated, and carries an important portion of the shear load.
The key is that the core increases the distance between the two carbon fiber skins.
The farther the face sheets are from the neutral axis, the greater their contribution to overall bending stiffness.
So compared with concentrating a large amount of material near the center of a solid plate, increasing structural thickness with a lightweight core can often provide much higher bending efficiency with a relatively small weight penalty.
A sandwich panel does not automatically become better simply by making the carbon fiber face sheets thicker.
If the panel mainly spans supports in one direction, the proportion of 0° fibers in that direction can be increased.
If the panel also carries shear, torsion, or multidirectional loads, ±45° and 90° plies may also be required.
If the face sheet becomes too thin, the compression side can experience local buckling or face wrinkling.
These failure modes may occur before the overall panel reaches its global bending limit, so local stability needs to be checked when reducing face-sheet thickness.
The thickness and laminate design of the face sheets should therefore be determined together with the actual load, span, and allowable deflection.
Honeycomb and foam are two common core options.
Honeycomb cores offer low density and high specific stiffness, making them well suited to large panels where weight is critical.
However, honeycomb structures are directional, and edges, cutouts, and connection areas often require additional treatment.
The L and W directions of honeycomb can have different shear properties, so core orientation should be selected according to the primary load direction.
After holes are cut, exposed honeycomb cells may also need to be sealed or locally filled to reduce moisture ingress and local crushing.
Foam cores provide a more continuous structure, are generally easier to machine and locally reinforce, and can be more suitable for complex geometries.
Different PVC, PET, PMI, and other structural foams vary in density, shear properties, and temperature capability.
The choice should not be based on weight alone. Load, environment, manufacturing method, and connection requirements also need to be considered.
The areas most likely to create problems in a sandwich panel are often not in the middle of the panel, but at the edges, holes, and connection zones.
Low-density core materials generally have limited compressive strength and local bearing capability.
If a bolt or fitting loads directly onto the core, the local pressure may exceed the core’s compressive capability, leading to crushing or joint loosening.
In practical designs, these areas are often reinforced using higher-density core inserts, solid potting compounds, thicker face sheets, or dedicated inserts.
Panel edges are also commonly closed or sealed.
These local details often determine whether a sandwich panel can remain stable and reliable over long-term service.
Carbon fiber sandwich panels are particularly suitable for large-area structures that are mainly bending-dominated and weight-sensitive.
Typical examples include equipment covers, machine enclosures, industrial platforms, vehicle panels, aerospace interior panels, and large functional panels.
If a structure contains many concentrated loads, heavy attachment points, or frequent cutouts, the local design needs to be evaluated separately.
If you are developing a lightweight, high-stiffness panel, you can provide GBTECH with the panel dimensions, total thickness, support conditions, working load, allowable deflection, target weight, and connection locations.
Based on the actual operating conditions, the carbon fiber face sheets, core material, and local reinforcement strategy can then be evaluated.
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