Research on Elastic–Plastic Contact Behavior of Hemisphere Flattened by a Rigid Flat
Abstract
:1. Introduction
2. Critical Formula
3. Finite Element Model
4. Results and Discussion
4.1. Contact Load
4.2. Contact Area
4.3. Contact Pressure
4.4. Elastic–Plastic Range
4.5. Comparison with Experimental Results
5. Conclusions
- (1)
- The present study considers a large range of dimensionless interference from 1 to 500. A new elastic–plastic constitutive model is proposed to predict the contact area and load based on the curve fitting the finite analyses results. Compared with previous models and experiments, the rationality of the present model is verified.
- (2)
- p/Y is mainly affected by the ν in the elastic–plastic range, and the higher the ν, the higher p/Y. However, this influence disappears in the fully plastic range. The maximum of p/Y is not a constant value for the different E, Y, and ν. The higher E/Y, the higher the maximum of p/Y is. Moreover, the higher ν, the higher the maximum value of p/Y is when E/Y is constant. However, the effects of ν are less than that of E and Y for the maximum value of p/Y. In the plastic range, p/Y decreases with increasing interference. Additionally, the lower E/Y, the more noticeable this trend is.
- (3)
- The boundaries between the elastic, elastic–plastic, and fully plastic deformation regimes are determined according to the interference, maximum mean contact pressure, Poisson’s ratio, and the elastic modulus to yield strength ratio. When the interference is small, the contact state is purely elastic, and the contact parameters can be calculated according to the Hertz formula. When the interference increases, the contact state changes from the purely elastic to the elastic–plastic. The present work shows that the JG model can more reasonably determine the inception of elastic–plastic deformation regime. The end of the elastic–plastic deformation regime is defined according to the interference corresponding to the maximum contact pressure. New dimensionless constitutive relationships are proposed to predict the contact parameters in the elastic–plastic range.
Author Contributions
Funding
Institutional Review Board Statement
Informed Consent Statement
Data Availability Statement
Acknowledgments
Conflicts of Interest
Nomenclature
a | Contact radius |
p | Mean contact pressure |
p0 | Maximum Hertzian pressure |
A | Contact area |
C | Critical yield stress coefficient |
E | Equivalent elastic modulus |
F | Contact load |
Critical interference value at the inception fully plastic | |
R | The radius of asperity |
Y | Yield strength |
ν | Poisson’s ratio |
ω | Normal interference of asperity |
Scripts | |
1 | The value of asperity |
2 | The value of rigid flat |
c | Critical values at yielding inception |
p | Critical values at the end of the elastic–plastic range |
* | Dimensionless |
e | Elastic range |
ep | Elastic–plastic range |
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Models | p0 | K or H | Yield Strength Coefficient (C) |
---|---|---|---|
GW model | p0 = 0.6H or p0 = CY | H = 2.8Y | 1.68 |
CEB model | p0 = KH or p0 = CY | K = 0.41ν + 0.454 H = 2.8Y | 1.148ν + 1.2712 |
Green model | p0 = CY | - | 0.54373ν2 + 0.8782ν + 1.30075 |
JG model | p0 = CY | - | 1.295 exp(0.736ν) |
LL model | p0 = KH or p0 = CY | K = 0.1943ν2 + 0.3141ν + 0.4645 H = 2.8Y | 0.54404ν2 + 0.87948ν + 1.3006 |
BK model | p0 = CY | - | 1.256ν + 1.234 |
No.1 | E (GPa) | Y (GPa) | E/Y | ω/ωc | R (mm) | ν |
---|---|---|---|---|---|---|
1 | 45 | 0.25 | 180 | 500 | 1 | 0.2, 0.3, 0.4, 0.45 |
2 | 70 | 0.25 | 280 | |||
3 | 100 | 0.25 | 400 | |||
4 | 150 | 0.25 | 600 | |||
5 | 200 | 0.25 | 800 |
No.2 | E (GPa) | Y (GPa) | E/Y | ω/ωc | R (mm) | ν |
---|---|---|---|---|---|---|
1 | 200 | 2.52 | 79.4 | 500 | 1 | 0.2, 0.3, 0.4, 0.45 |
2 | 200 | 2 | 100 | |||
3 | 200 | 1.5 | 133.3 | |||
4 | 200 | 1.25 | 160 | |||
5 | 200 | 1 | 200 | |||
6 | 200 | 0.56 | 356.6 | |||
7 | 200 | 0.35 | 571.4 | |||
8 | 200 | 0.25 | 800 |
E/Y | m | n | q |
---|---|---|---|
133.3 < E/Y < 200 | 1.756 − (1.5 × 10−4) (E/Y) − 0.1ν | 5.51 | 0.982 − (1 × 10−4) (E/Y) − 0.1ν |
200 ≤ E/Y ≤ 800 | 1.610 + (2.0 × 10−5) (E/Y) − 0.1ν | 3.52 | 1.094 − (2 × 10−5) (E/Y) − 0.1ν |
1 < ω/ωc ≤ 5 | 5 < ω/ωc ≤ 90 | 90 < ω/ωc ≤ 5.4 (E/Y) | 5.4 (E/Y) < ω/ωc ≤ 500 | |
---|---|---|---|---|
m | 1.00 | 1.70 | 0.024 (E/Y) − 3ν + 7.3 | 0.65 (E/Y) − 30.5ν + 7.74 |
n | 1.55 | 1.20 | 0.84 | 0.48 |
1 < ω/ωc ≤ 10 | 10 < ω/ωc ≤ 500 | |
---|---|---|
m | 1.02 | 1.3 |
n | 1.171 − (2 × 10−5) (E/Y) | 1.096 − (2 × 10−5) (E/Y) |
1 < ω/ωc ≤ 5 | 5 < ω/ωc ≤ 90 | 90 < ω/ωc ≤ 5.4 (E/Y) | 5.4 (E/Y) < ω/ωc ≤ 500 | |
---|---|---|---|---|
m | 0.998 | 0.997 | 0.0073 (E/Y) + 2.13 | 0.0093 (E/Y) + 2.26 |
n | 1.14 | 1.15 | 0.923 | 0.903 |
m | n | q | t | |
---|---|---|---|---|
1 < ω/ωc ≤ 5 | 1 | 1.55 | 0.997 | 1.14 |
1.89 | 1.206 − 0.1ν | 1.1 | 1.10 |
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Zhang, W.; Chen, J.; Wang, C.; Liu, D.; Zhu, L. Research on Elastic–Plastic Contact Behavior of Hemisphere Flattened by a Rigid Flat. Materials 2022, 15, 4527. https://doi.org/10.3390/ma15134527
Zhang W, Chen J, Wang C, Liu D, Zhu L. Research on Elastic–Plastic Contact Behavior of Hemisphere Flattened by a Rigid Flat. Materials. 2022; 15(13):4527. https://doi.org/10.3390/ma15134527
Chicago/Turabian StyleZhang, Wangyang, Jian Chen, Chenglong Wang, Di Liu, and Linbo Zhu. 2022. "Research on Elastic–Plastic Contact Behavior of Hemisphere Flattened by a Rigid Flat" Materials 15, no. 13: 4527. https://doi.org/10.3390/ma15134527