Abstract
In the contact of a cone with a rough plane the mean pressure in the contact area is constant. In particular, above a critical ratio of the opening angle of the cone with respect to the rms gradient of surface roughness, the mean pressure is the same of that for nominally flat contact, no matter how large is the normal load. We introduce a new variable, namely, the local density of contact area, whose integral over the smooth nominal contact domain gives the real contact area. The results given by the theoretical model agree with the numerical simulations of the same problem presented in the paper.
Similar content being viewed by others
References
Gibson RF (2014) A review of recent research on nanoindentation of polymer composites and their constituents. Compos Sci Technol 105:51–65
Love AEH (1939) Boussinesq’s problem for a rigid cone. Q J Math 10(1):161–175
Bhattacharya A, Nix W (1988) Finite element simulation of indentation experiments. Int J Solids Struct 24(9):881–891
Oliver WC, Pharr GM (1992) An improved technique for determining hardness and elastic modulus using load and displacement sensing indentation experiments. J Mater Res 7(6):1564–1583
Pastewka L, Robbins MO (2016) Contact area of rough spheres: large scale simulations and simple scaling laws. Appl Phys Lett 108(221601):1–5
Persson BNJ (2002) Adhesion between an elastic body and a randomly rough hard surface. Eur Phys J E 8(4):385–401
Putignano C, Afferrante L, Carbone G, Demelio G (2012) The influence of the statistical properties of self-affine surfaces in elastic contacts: a numerical investigation. J Mech Phys Solids 60(5):973–982
Prodanov N, Dapp WB, Müser MH (2014) On the contact area and mean gap of rough, elastic contacts: dimensional analysis, numerical corrections, and reference data. Tribol Lett 53(2):433–448
Paggi M, Ciavarella M (2010) The coefficient of proportionality k between real contact area and load, with new asperity models. Wear 268(7–8):1020–1029
Yastrebov VA, Anciaux G, Molinari JF (2017) The role of the roughness spectral breadth in elastic contact of rough surfaces. J Mech Phys Solids 107:469–493
Greenwood JA, Tripp JH (1967) The elastic contact of rough spheres. J Appl Mech 34(1):153–159
Sneddon IN (1948) Boussinesq’s problem for a rigid cone. Math Proc Camb Philos Soc 44:492–507
Sneddon IN (1965) The relation between load and penetration in the axisymmetric Boussinesq problem for a punch of arbitrary profile. Int J Eng Sci 3(1):47–57
Johnson KL (1985) Contact mechanics. Cambridge University Press, Cambridge
Borri-Brunetto M, Carpinteri A, Chiaia B (1999) Scaling phenomena due to fractal contact in concrete and rock fractures. Int J Fract 95:221–238
Borri-Brunetto M, Chiaia B, Ciavarella M (2001) Incipient sliding of rough surfaces in contact: a multi-scale numerical analysis. Comput Methods Appl Mech Eng 190:6053–6073
Saupe D (1988) Algorithms for random fractals. In: Peitgen HO, Saupe D (eds) The science of fractal images, chap. 2. Springer, New York, pp 71–113
Persson BNJ, Albohr O, Tartaglino U, Volokitin AI, Tosatti E (2005) On the nature of surface roughness with application to contact mechanics, sealing, rubber friction and adhesion. J Phys Condens Matter 17:R1–R62
Jacobs TDB, Junge T, Pastewka L (2017) Quantitative characterization of surface topography using spectral analysis. Surf Topogr Metrol Prop 5(1):013,001
Manners W, Greenwood JA (2006) Some observations on Persson’s diffusion theory of elastic contact. Wear 261:600–610
Acknowledgements
The authors would like to thank Professor Jim Greenwood for his kind comments on the manuscript and, in particular, for suggesting an alternative expression of the cone area ratio, shown in the “Appendix”.
Author information
Authors and Affiliations
Corresponding author
Appendix
Appendix
The expression of local contact area density, which in radially symmetrical cases has the form of Eq. (10), can be derived from the procedure of integration in the pressure domain described by Manners and Greenwood [20], obtaining an expression similar to the one presented in the paper, differing only in the choice of a constitutive parameter, i.e., the normalizing pressure.
Let us introduce the following notation:
-
\(F_P(p)=\text {Prob}(P<p)\), the cumulative distribution function of the smooth pressure distribution;
-
\(f_P(p)= \frac{d F_P(p)}{d p}\), the corresponding probability density function;
-
\(V=\frac{1}{4}{E^*}^2{h'_{\text{rms}}}^2\), the variance of the contact pressure needed to close all the gaps between the surfaces. This expression pertains to a 2D isotropic surface \(h(x,y)\), where the orthogonal components of the slope \(\partial h/\partial x\) and \(\partial h/\partial y\) are uncorrelated, and similarly the pressures needed to squeeze flat the surface. While the variance of full contact pressure for a 1D profile is \(V=\frac{1}{4}{E^*}^{2}\sigma _{m}^{2}\), where \(\sigma _{m}^{2}=m_{2}\) is the variance of profile slopes, for a 2D surface \( V=\frac{1}{4}{E^*}^{2}\,2\sigma _{m}^{2}=\frac{1}{2}{E^*}^{ 2}\sigma _{m}^{2}= \frac{1}{2}{E^*}^{2}m_{2}=\frac{1}{4}{E^*}^{ 2}{h'_{\text{rms}}}^{2}, \) where \(h'_{\text{rms}}\) is the root mean square of the “areal roughness gradient”: \(h'_{\text{rms}}=\sqrt{\langle |\nabla h|^2\rangle }=\sqrt{2m_{2}}=\sqrt{ 2\sigma _{m}^{2}}\).
The expression of the contact area ratio given in [20] is
In radial symmetrical cases, when the radial profile of the pressure is monotone, there is a one-to-one correspondence between the pressure \(p\) and the radius \(r\), so that a change of variable can be made, giving
Now, due to radial symmetry, for the conical indenter \(F_P(r)=1-r^2/a^2\), so that \(\frac{d F_P(r)}{d r}=-\frac{2r}{a^2}\). Transforming further the one-dimensional integral into a surface integral by introducing the azimuth angle \(\phi \), we have
Comparison between this expression and Eq. (12) gives the local contact area density as:
Our definition of the local contact density (Eq. 10) is slightly different, due to a different choice of the normalizing pressure for the argument of the error function, i.e., \(p_{\text{PR}}=2\,p_{\text{rough}}/{\sqrt{\pi }}\) (as proposed by Pastewka and Robbins [5]), instead of \(p_{\text{MG}}=\sqrt{2V}\), used by Manners and Greenwood [20].
According to Eq. (2), we have
and, by using the expression of \(V\) given above:
so that, letting \(k=2\), we have \(p_{\text{MG}}=\sqrt{\pi /2}\,p_{\text{PR}}.\)
As apparent from this discussion, the definition of a local contact density leads to results coincident with those given by the integration in the pressure domain. The validity of this approach does not depend on the normalizing pressure. The choice of a certain normalizing pressure amounts to a constitutive assumption about the response of the rough interface to the value assumed by the normal pressure at a point of the contact domain.
The choice of a normalizing pressure different from the results of Persson’s theory is adopted in order to get the correct linear trend, as numerically observed, in the linear range of the \({{\mathrm{erf}}}\) function. Since the latter covers a quite extensive region (up to contact area fraction almost of 50%), we think it is important to make this modification. However, there is more ground to this correction, since even in the case of large area fractions, there are various authors who have commented that Persson’s solution may underestimate the contact area, and this comes also from a simple asperity model.
It can be shown (Greenwood, personal communication) that Eq. (19) can be evaluated in quadrature as
which can be transformed, after substitution of \(p_{\text{MG}}\) with \(p_{\text{PR}}\), into the form obtained in the paper, given by Eq. (12).
Rights and permissions
About this article
Cite this article
Borri-Brunetto, M., Ciavarella, M. Elastic indentation of a rough surface by a conical punch. Meccanica 53, 3355–3364 (2018). https://doi.org/10.1007/s11012-018-0877-4
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s11012-018-0877-4