Pressures distribution: solid sphere on a flat surface

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SUMMARY

The discussion centers on the pressure distribution of a solid sphere on a flat surface, specifically addressing the phenomenon where maximum pressure is not localized at the contact point but rather in a region just beneath it. This is due to elastic deformation, which redistributes stress within a small area, preventing infinite stress at the contact point. The conversation references the concepts of compressive normal stress and plastic deformation, highlighting that excessive stress can lead to material failure, such as pitting. The discussion also points to specific slides from a lecture that illustrate these concepts effectively.

PREREQUISITES
  • Understanding of compressive normal stress and isotropic stress tensor
  • Familiarity with elastic and plastic deformation in materials
  • Knowledge of contact mechanics and stress distribution
  • Basic principles of material failure and pitting
NEXT STEPS
  • Study the lecture on Contact Stresses and Deformations from the University of Utah
  • Learn about the Von Mises stress criterion in material science
  • Research the effects of pressure distribution in wheel and pavement interactions
  • Examine case studies on material failure due to excessive stress
USEFUL FOR

Engineers, material scientists, and students studying mechanics, particularly those interested in contact mechanics and material failure analysis.

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In a real case (not ideally rigid bodies), a (e. g.) hard metal sphere is on a flat (e. g.) hard metal surface (a table) and the sphere is "charged" vertically on the table by a vertical force directed downward. In this situation, an engineer told me that the maximum pressure on the table is not localized in the contact point but in a region, close, but under that point. Is it true? If it is, why?

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I don’t quite follow. Can you provide a diagram showing where he thinks the maximum pressure (compressive normal stress or isotopic portion of stress tensor) is located?
 
lightarrow said:
the maximum pressure on the table is not localized in the contact point but in a region, close, but under that point
If the contact point does NOT deform there would be an infinite stress at that point, which for real materials does not happen.
Instead some elastic deformation occurs, redistributing the stress within a small area, or volume.
Of course if the stresses become too great, plastic deformation will occur and the material(s) will generally begin to fail under those conditions.

Please read this for more information
http://mech.utah.edu/~me7960/lectures/Topic7-ContactStressesAndDeformations.pdf
@Chestermiller can probably guide you through that quite thoroughly, if that is what you are inquiring about.
 
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256bits said:
If the contact point does NOT deform there would be an infinite stress at that point, which for real materials does not happen.
Instead some elastic deformation occurs, redistributing the stress within a small area, or volume.
Of course if the stresses become too great, plastic deformation will occur and the material(s) will generally begin to fail under those conditions.

Please read this for more information
http://mech.utah.edu/~me7960/lectures/Topic7-ContactStressesAndDeformations.pdf
@Chestermiller can probably guide you through that quite thoroughly, if that is what you are inquiring about.
Thanks. Slide 7-8 addresses exactly my question: "The maximum shear and Von Mises stress are reached below the contact area•This causes pitting where little pieces of material break out ofthe surface".

Infact the engineer I talked with began explaining me why in some situations (we were talking of small wheels with a great weight on them) the pavement is damaged under the contact point and that with bearings this can cause pitting (this would have been my next related question).

To Chestermiller: sorry I couldn't provide a picture, I'm out with a smartphone only. My friend engineer talked of a sort of "onion like" region under the contact area.
Thank you for your answeres.

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In my judgment, at least qualitatively, @256bits response answers your question.
 

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