Hertzian Contact Stress | Two Equal Diameter Perpendicular Cylinders in Contact

	Hertzian Contact: Two Equal Diameter Perpendicular Cylinders
	Date:


Assumptions

1. Surfaces in contact are perfectly smooth.
2. Material limits are not exceeded.
3. Materials are homogeneous.
4. No frictional forces within the contact area.

Geometry

D		mm	Diameter of both Cylinders (Bodies 1 & 2)

Applied Load

F_a		N	Applied Force

Material Properties
Body 1:	Cylinder
Mat:			Material
Type:		-	Material Type (Ductile or Brittle)
E		GPa	Modulus of Elasticity
ν		-	Poisson's ratio
σ_a		MPa	Allowable stress (tensile or flexural)


Body 2:	Cylinder
Mat:			Material
Type:		-	Material Type (Ductile or Brittle)
E		GPa	Modulus of Elasticity
ν		-	Poisson's ratio
σ_a		MPa	Allowable stress (tensile or flexural)
Equivalent and Allowable Properties

E_e		GPa	Effective Young's Modulus
D_e		mm	Equivalent diameter for the two bodies
P_f		MPa	Hertzian contact pressure at failure

Results

a		μm	Contact zone radius
P_max		MPa	Maximum Hertzian contact pressure
δ_c		μm	Deflection of the contact zone
δ_z		μm	Displacement of the top cylinder
K_c		10⁶N/m	Contact zone stiffness


Body 1 Stress
σ_tmax,1		MPa	Max tensile stress in Body I
τ_max,1		MPa	Max shear stress in Body I
z₁		μm	Depth of max shear stress in Body I


Body 2 Stress
σ_tmax,2		MPa	Max tensile stress in Body 2
τ_max,2		MPa	Max shear stress in Body 2
z₂		μm	Depth of max shear stress in Body 2

Limits: Based on Max Allowable Hertzian Stress / Pressure

F_c, max		N	Max allowable contact force
D_min		mm	Minimum cylinder diameter

Directions

These calculators are designed to resemble spreadsheet calculators that can be printed as reports for project recordkeeping. The term project, with regards to these calculators, may refer to an engineered design, homework problem, tutorial problem, hobby design or self-study. The workflow for each calculator is from top to bottom.

Enter the diameter the diameter of the sphere or ball.
Enter the applied load or preload.
Select or enter the material properties for Body I, i.e., the sphere.
Select or enter the material properties for Body II, i.e., the flat plate.
Press the calculate button.
Print a report for your project recordkeeping by pressing the print button.

Assumptions

Surfaces in contact are perfectly smooth
Material limits are not exceeced
Materials are homogeneous
No frictional forces within the contact area

Equations

Equivalent Modulus of the Two Bodies
$$E_e = {1\over {{{1-\nu_1^2}\over E_1} + {{1-\nu_2^2}\over E_2}}}$$
Equivalent Diameter of the Two Bodies
$$D_e = \frac{D}{2}$$
Radius of Circular Contact
$$a = \left(\frac{3FD}{8E_e}\right)^{1\over 3}$$
Maximum Hertzian Pressure
$$P_{max} = \left(\frac{24FE_e^2}{\pi^3D^2}\right)^{1\over 3}$$
Deflection
$$\delta = \left(\frac{9F^2}{8DE_e^2}\right)^{1\over 3}$$
Stiffness
$$k_z = \left({3FDE_e^2}\right)^{1\over 3}$$
Max Tensile Stress, Body 1
$$\sigma_{tmax, 1} = \frac{P_{max}}{3}\left(1-2\nu_1\right)$$
Max Tensile Stress, Body 2
$$\sigma_{tmax, 2} = \frac{P_{max}}{3}\left(1-2\nu_2\right)$$
Max Shear Stress in both Bodies
$$\tau_{max} = 0.313P_{max}$$
Depth of Max Shear Stress in both Bodies
$$z = 0.48a$$
Max Allowable Contact Force
$$F_{c,~max} = \frac{P_f^3\pi^3D_e^2}{24E_e^2}$$

Background

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Hertzian Contact: Two Equal Diameter Perpendicular Cylinders

Directions

Assumptions

Equations

Background