Difference between revisions of "Hertzian contact"

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(Normal contact)
(Contact of two cylinders with axes parallel)
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Click on [[Solid Mechanics]] to go back.
 
Click on [[Solid Mechanics]] to go back.
  
= Contact of two cylinders with axes parallel =
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= Contact of cylinders - the Hertz problem =
 
 
== Normal contact ==
 
  
 
If two circular cylinders with radii $R_1$ and $R_2$ are pressed together by a force per unit length of magnitude $P$ with their axes parallel, then the contact patch will be of half-width $b$ such that
 
If two circular cylinders with radii $R_1$ and $R_2$ are pressed together by a force per unit length of magnitude $P$ with their axes parallel, then the contact patch will be of half-width $b$ such that
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[[File:Screenshot_2016-11-16_16-13-26.png|300px]]            [[File:Screenshot_2016-11-16_16-12-32.png|300px]]
 
[[File:Screenshot_2016-11-16_16-13-26.png|300px]]            [[File:Screenshot_2016-11-16_16-12-32.png|300px]]
  
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= Contact of cylinders under partial slip =
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== The effect of bulk stress ==
  
 
= References =
 
= References =
  
 
= FreeFem++ numerical solution =
 
= FreeFem++ numerical solution =

Revision as of 17:24, 16 November 2016

Click on Solid Mechanics to go back.

Contact of cylinders - the Hertz problem

If two circular cylinders with radii $R_1$ and $R_2$ are pressed together by a force per unit length of magnitude $P$ with their axes parallel, then the contact patch will be of half-width $b$ such that \begin{equation} b = \sqrt{\frac{2PR}{\pi E^*}} \end{equation} where $R$ and $E^*$ are the reduced radius of contact and the contact modulus defined by \begin{equation} \frac{1}{R} = \frac{1}{R_1} + \frac{1}{R_2}, \end{equation} \begin{equation} \frac{1}{E^*} = \frac{1-{\nu_1}^2}{E_1} + \frac{1-{\nu_2}^2}{E_2}. \end{equation}

The resulting pressure distribution $p(x)$ is semielliptical, i.e., of the form \begin{equation} p(x) = p_0 \sqrt{1-\frac{x^2}{b^2}} \end{equation} where the peak pressure \begin{equation} p_0 = \sqrt{\frac{PE^*}{\pi R}}. \end{equation}

The coordinate $x$ is measured perpendicular to that of the cylinder axes. For the case of nominal contact between cylinders closed form analytical solutions are available.

The surfaces stresses are given by the equations:

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The surface stresses and stresses along the line of symmetry are shown in the following two graphs. The $x$ and $z$ coordinates are normalized with the contact width $b$.

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Contact of cylinders under partial slip

The effect of bulk stress

References

FreeFem++ numerical solution