Panel Structure vs. Solid Rod Structure

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SUMMARY

The discussion centers on the stiffness comparison between panel structures and solid rod structures, specifically using two cubes of equal dimensions and weight. It is concluded that a panel structure, or monocoque design, typically exhibits a higher stiffness-to-weight ratio than a solid rod structure due to its ability to distribute loads more effectively. The conversation also highlights the importance of cross-bracing in cube designs to enhance stiffness, emphasizing that for optimal structural performance, members should ideally experience tension or compression rather than bending.

PREREQUISITES
  • Understanding of linear elasticity in materials
  • Knowledge of structural engineering concepts, specifically monocoque and spaceframe designs
  • Familiarity with load distribution and structural stiffness
  • Basic principles of deformation under vertical loads
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  • Research the mechanics of materials, focusing on linear elastic behavior
  • Study the principles of monocoque and spaceframe structures
  • Learn about cross-bracing techniques in structural design
  • Explore methods for calculating deformation in hollow versus solid structures
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Structural engineers, materials scientists, and students of engineering looking to deepen their understanding of stiffness in various structural designs.

blixxa
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Hi Everyone,

I have a question about panel vs. solid rod structures.

Assume a two cubes of equal dimension and weight.

Cube 1 is made of panels, ie. a hollow cube.

Cube 2 is made with solid rod

Material is linear elastic


Which would be stiffer?

I think the panel structure would be the stiffer structure because each panel is supported by another resisting bending. In the rod structure, the rod is only supported at the ends.

Any input would be greatly appreciated

Cheers.
 
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Futher to this,

I have forgotten a lot from my engineering degree,

How would you work out the deformation of the cube under a vertical load?

I think I can do it for the rod structure but not the panel structure.

Cheers
 
As with all things, it depends on the exact materiel and construction.

It appears you are describing a monocoque vs spaceframe. The stressed skin has the potential to have much higher stiffness to weight ratio.
If it's just a box, with 12 structural members along the edges, the proper hollow box will be stiffer. This is because a cube would need to be cross braced.The 'resisting bending' idea is the right concept but wrong direction. For a stiff structure you ideally want no member experiencing any bending, so any 'bending' is eventually taken by a member in tension or compression.
 
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