Euler's column Formulae application in aluminum cans?

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SUMMARY

The discussion centers on the application of Euler's column formula to aluminum cans, emphasizing that the maximum axial load is directly proportional to the second moment of area (mr^2). The cylindrical shape of aluminum cans is justified due to its high second moment of area, which enhances load-bearing capacity. Key considerations include the difficulty in defining the constant K due to the rigid flanges of the can and the impact of eccentric loading at the tabbed area, which introduces an induced moment that reduces the available buckling stress.

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  • Understanding of Euler's column theory
  • Familiarity with second moment of area calculations
  • Knowledge of material properties, specifically elastic modulus
  • Basic principles of structural mechanics
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Structural engineers, materials scientists, and packaging designers interested in optimizing the design and performance of cylindrical containers like aluminum cans.

Hashiramasenju
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Maximum axial load is proportional to the second moment of area. Thus can we reason that aluminium cans are cylindrical because they have a high second moment of area(mr^2) compared to other shapes(Which gives it a higher max axial load.)?
 
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I don't see why not. As long as your elastic modulus is well defined, it should follow the general solution. The only caveats I see are:

1) K is hard to define because the top and bottom "flange" of a soda can are essentially rigid compared to the vertical walls, but there is a curved "connection" between the compression element and the rigid ends. So you could try approximating it as fixed-fixed with radial bending in the cylinder considered hinged?

2) If you axially load the can via the tabbed area, the load on the walls will immediately be eccentric, causing an induced moment, which will lower the available buckling stress. Basically, your calculated F_critical will not be conservative.
 

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