Surface roughness

A roughness value can either be calculated on a profile (line) or on a surface (area). The profile roughness parameter (${\displaystyle Ra}$, ${\displaystyle Rq}$, ...) are more common. The area roughness parameters (${\displaystyle Sa}$, ${\displaystyle Sq}$, ...) give more significant values.

The profile roughness parameters are included in BS EN ISO 4287:2000 British standard, identical with the ISO 4287:1997 standard.[5] The standard is based on the ″M″ (mean line) system. There are many different roughness parameters in use, but ${\displaystyle Ra}$ is by far the most common, though this is often for historical reasons and not for particular merit, as the early roughness meters could only measure ${\displaystyle Ra}$. Other common parameters include ${\displaystyle Rz}$, ${\displaystyle Rq}$, and ${\displaystyle Rsk}$. Some parameters are used only in certain industries or within certain countries. For example, the ${\displaystyle Rk}$ family of parameters is used mainly for cylinder bore linings, and the Motif parameters are used primarily in the French automotive industry.[6] The MOTIF method provides a graphical evaluation of a surface profile without filtering waviness from roughness. A motif consists of the portion of a profile between two peaks and the final combinations of these motifs eliminate ″insignificant″ peaks and retains ″significant″ ones. Please note that ${\displaystyle Ra}$ is a dimensional unit that can be micrometer or microinch.

Since these parameters reduce all of the information in a profile to a single number, great care must be taken in applying and interpreting them. Small changes in how the raw profile data is filtered, how the mean line is calculated, and the physics of the measurement can greatly affect the calculated parameter. With modern digital equipment, the scan can be evaluated to make sure there are no obvious glitches that skew the values.

Because it may not be obvious to many users what each of the measurements really mean, a simulation tool allows a user to adjust key parameters, visualizing how surfaces which are obviously different to the human eye are differentiated by the measurements. For example, ${\displaystyle Ra}$ fails to distinguish between two surfaces where one is composed of peaks on an otherwise smooth surface and the other is composed of troughs of the same amplitude. Such tools can be found in app format.[7]

By convention every 2D roughness parameter is a capital ${\displaystyle R}$ followed by additional characters in the subscript. The subscript identifies the formula that was used, and the ${\displaystyle R}$ means that the formula was applied to a 2D roughness profile. Different capital letters imply that the formula was applied to a different profile. For example, ${\displaystyle Ra}$ is the arithmetic average of the roughness profile, ${\displaystyle Pa}$ is the arithmetic average of the unfiltered raw profile, and ${\displaystyle Sa}$ is the arithmetic average of the 3D roughness.

Each of the formulas listed in the tables assume that the roughness profile has been filtered from the raw profile data and the mean line has been calculated. The roughness profile contains ${\displaystyle n}$ ordered, equally spaced points along the trace, and ${\displaystyle y_{i}}$ is the vertical distance from the mean line to the ${\displaystyle i^{\text{th}}}$ data point. Height is assumed to be positive in the up direction, away from the bulk material.

Amplitude parameters characterize the surface based on the vertical deviations of the roughness profile from the mean line. Many of them are closely related to the parameters found in statistics for characterizing population samples. For example, ${\displaystyle Ra}$ is the arithmetic average value of filtered roughness profile determined from deviations about the center line within the evaluation length and ${\displaystyle Rt}$ is the range of the collected roughness data points.

The arithmetic average roughness, ${\displaystyle Ra}$, is the most widely used one-dimensional roughness parameter.

Parameter	Description	Formula
Ra,[8] Raa, Ryni	Average, or arithmetic average of profile height deviations from the mean line.[9]	${\displaystyle Ra={\frac {1}{l_{r}}}\int _{0}^{l_{r}}\left|z(x)\right|dx}$[4][5]
Rq, Rms[8]	Quadratic mean, or root mean square average of profile height deviations from the mean line.[9]	${\displaystyle Rq={\sqrt {{\frac {1}{l_{r}}}\int _{0}^{l_{r}}z(x)^{2}dx}}}$[4][5]
Rvi; Rv	Maximum valley depth below the mean line, within a single sampling length; Average Rv value over assessment length [4]	${\displaystyle Rv_{i}=|\min z(x)|}$; ${\displaystyle Rv={\frac {\sum _{i=1}^{n}Rv_{i}}{n}}}$[4]
Rpi; Rp	Maximum peak height above the mean line, within a single sampling length; Average Rp value over assessment length[4]	${\displaystyle Rp_{i}=\max z(x)}$; ${\displaystyle Rp={\frac {\sum _{i=1}^{n}Rp_{i}}{n}}}$[4]
Rzi; Rz	Maximum peak to valley height of the profile, within a single sampling length; Average Rz value over assessment length[4]	${\displaystyle Rz_{i}=Rp_{i}+Rv_{i}}$;[4] ${\displaystyle Rz={\frac {\sum _{i=1}^{n}Rz_{i}}{n}}}$
Rsk	Skewness, or measure of asymmetry of the profile about the mean line.[9]	${\displaystyle Rsk={\frac {1}{Rq^{3}}}\left[{\frac {1}{l_{r}}}\int _{0}^{l_{r}}Z^{3}(x)dx\right]}$[5]
Rku	Kurtosis, or measure of peakedness (or tailedness) of the profile about the mean line.[9]	${\displaystyle Rku={\frac {1}{{R_{q}}^{4}}}\left[{\frac {1}{l_{r}}}\int _{0}^{l_{r}}Z^{4}(x)dx\right]}$[5]
RzDIN, Rtm	Average distance between the highest peak and lowest valley in each sampling length, ASME Y14.36M - 1996 Surface Texture Symbols	${\displaystyle RzDIN={\frac {1}{s}}\sum _{i=1}^{s}Rt_{i}}$, where ${\displaystyle s}$ is the number of sampling lengths, and ${\displaystyle Rt_{i}}$ is ${\displaystyle R{\text{t}}}$ for the ${\displaystyle i^{\text{th}}}$ sampling length.
RzJIS	Japanese Industrial Standard for ${\displaystyle Rz}$, based on the five highest peaks and lowest valleys over the entire sampling length.	${\displaystyle R{\text{zJIS}}={\frac {1}{5}}\sum _{i=1}^{5}Rp_{i}-Rv_{i}}$, where ${\displaystyle Rp_{i}}$ and ${\displaystyle Rv_{i}}$ are the ${\displaystyle i^{\text{th}}}$ highest peak, and lowest valley respectively.

Here is a common conversion table with also roughness grade numbers:

Slope parameters describe characteristics of the slope of the roughness profile. Spacing and counting parameters describe how often the profile crosses certain thresholds. These parameters are often used to describe repetitive roughness profiles, such as those produced by turning on a lathe.

Parameter	Description	Formula
${\displaystyle Rdq,R\Delta q}$	the RMS of the profile within the sampling length	${\displaystyle Rdq={\sqrt {{\frac {1}{N}}\sum _{i=1}^{N}\Delta _{i}^{2}}}}$
${\displaystyle Rda,R\Delta a}$	the average absolute slope of the profile within the sampling length	${\displaystyle Rda={\frac {1}{N}}\sum _{i=1}^{N}|\Delta _{i}|}$
${\displaystyle \Delta _{i}\!}$	where delta i is calculated according to ASME B46.1 and is a 5th order Savitzky–Golay smoothing filter	${\displaystyle \Delta _{i}={\frac {1}{60dx}}(y_{i+3}-9y_{i+2}+45y_{i+1}-45y_{i-1}+9y_{i-2}-y_{i-3})}$

Other "frequency" parameters are S_m, ${\displaystyle \lambda }$_a and ${\displaystyle \lambda }$_q. S_m is the mean spacing between peaks. Just as with real mountains it is important to define a "peak". For S_m the surface must have dipped below the mean surface before rising again to a new peak. The average wavelength ${\displaystyle \lambda }$_a and the root mean square wavelength ${\displaystyle \lambda }$_q are derived from ${\displaystyle \Delta }$_a. When trying to understand a surface that depends on both amplitude and frequency it is not obvious which pair of metrics optimally describes the balance, so a statistical analysis of pairs of measurements can be performed (e.g.: R_z and ${\displaystyle \lambda }$_a or R_a and Sm) to find the strongest correlation.

Common conversions:

These parameters are based on the bearing ratio curve (also known as the Abbott-Firestone curve.) This includes the Rk family of parameters.

Sketches depicting surfaces with negative and positive skew. The roughness trace is on the left, the amplitude distribution curve is in the middle, and the bearing area curve (Abbott-Firestone curve) is on the right.

The mathematician Benoît Mandelbrot has pointed out the connection between surface roughness and fractal dimension.[10] The description provided by a fractal at the microroughness level may allow the control of the material properties and the type of the occurring chip formation. But fractals cannot provide a full-scale representation of a typical machined surface affected by tool feed marks; it ignores the geometry of the cutting edge. (J. Paulo Davim, 2010, op.cit.). Fractal descriptors of surfaces have an important role to play in correlating physical surface properties with surface structure. Across multiple fields, connecting physical, electrical and mechanical behavior with conventional surface descriptors of roughness or slope has been challenging. By employing measures of surface fractality together with measures of roughness or surface shape, certain interfacial phenomena including contact mechanics, friction and electrical contact resistance, can be better interpreted with respect to surface structure.[11]

Areal roughness parameters are defined in the ISO 25178 series. The resulting values are Sa, Sq, Sz,... Many optical measurement instruments are able to measure the surface roughness over an area. Area measurements are also possible with contact measurement systems. Multiple, closely spaced 2D scans are taken of the target area. These are then digitally stitched together using relevant software, resulting in a 3D image and accompanying areal roughness parameters.

Surface structure plays a key role in governing contact mechanics,[1] that is to say the mechanical behavior exhibited at an interface between two solid objects as they approach each other and transition from conditions of non-contact to full contact. In particular, normal contact stiffness is governed predominantly by asperity structures (roughness, surface slope and fractality) and material properties.

In terms of engineering surfaces, roughness is considered to be detrimental to part performance. As a consequence, most manufacturing prints establish an upper limit on roughness, but not a lower limit. An exception is in cylinder bores where oil is retained in the surface profile and a minimum roughness is required.[12]

Surface structure is often closely related to the friction and wear properties of a surface.[2] A surface with a higher fractal dimension, large ${\displaystyle Ra}$ value, or a positive ${\displaystyle Rsk}$, will usually have somewhat higher friction and wear quickly. The peaks in the roughness profile are not always the points of contact. The form and waviness (i.e. both amplitude and frequency) must also be considered.

Soil-surface roughness (SSR) refers to the vertical variations present in the micro- and macro-relief of a soil surface, as well as their stochastic distribution. There are four distinct classes of SSR, each one of them representing a characteristic vertical length scale; the first class includes microrelief variations from individual soil grains to aggregates on the order of 0.053–2.0 mm; the second class consists of variations due to soil clods ranging between 2 and 100 mm; the third class of soil surface roughness is systematic elevation differences due to tillage, referred to as oriented roughness (OR), ranging between 100 and 300 mm; the fourth class includes planar curvature, or macro-scale topographic features.[37]

The two first classes account for the so-called microroughness, which has been shown to be largely influenced on an event and seasonal timescale by rainfall and tillage, respectively. Microroughness is most commonly quantified by means of the Random Roughness, which is essentially the standard deviation of bed surface elevation data around the mean elevation, after correction for slope using the best-fit plane and removal of tillage effects in the individual height readings.[38] Rainfall impact can lead to either a decay or increase in microroughnesss, depending upon initial microroughness conditions and soil properties.[39] On rough soil surfaces, the action of rainsplash detachment tends to smoothen the edges of soil surface roughness, leading to an overall decrease in RR. However, a recent study which examined the response of smooth soil surfaces on rainfall showed that RR can considerably increase for low initial microroughness length scales in the order of 0 – 5 mm. It was also shown that the increase or decrease is consistent among various SSR indices.[40]