2013
DOI: 10.1016/j.wear.2013.01.105
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How to determine the number of asperity peaks, their radii and their heights for engineering surfaces: A critical appraisal

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Cited by 33 publications
(13 citation statements)
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“…Additionally, standard deviation of asperity heights, radius of an asperity peak, as well as density of asperities are required for contact pressure calculation and summarized in a so-called elastic factor. By now no generally accepted method exists to determine these asperity peak properties [12]. Consequently, the elastic factor varies in different publications between 1 × 10 −4 and 5 × 10 −2 , e.g., [9,[13][14][15].…”
Section: Introductionmentioning
confidence: 99%
“…Additionally, standard deviation of asperity heights, radius of an asperity peak, as well as density of asperities are required for contact pressure calculation and summarized in a so-called elastic factor. By now no generally accepted method exists to determine these asperity peak properties [12]. Consequently, the elastic factor varies in different publications between 1 × 10 −4 and 5 × 10 −2 , e.g., [9,[13][14][15].…”
Section: Introductionmentioning
confidence: 99%
“…Counting the asperity number is difficult practically because the definition of the asperity shape is obscure due to the awkward shape. The definition using the three-point or sevenpoint method of the countable asperity is discussed [42]. The number of the asperities is also sensitive to the measurement resolution.…”
Section: Evaluation Of the Real Contact Area Ratio Using The Surface mentioning
confidence: 99%
“…These contact models rely on material properties and surface topography of the contacting surfaces as input parameters. Hence, the relevance of the contact models is dependent on their inherent assumptions and the accuracy with which the input parameters are determined [3,4]. The surface topography of an engineering surface can be determined experimentally using e.g.…”
Section: Introductionmentioning
confidence: 99%
“…Few works have compared the surface topography parameters calculated with different deterministic methods. Pogacnik and Kalin evaluated the surface topography parameters for 2D profiles [4] and for 3D topography [25] obtained from real engineering surfaces with different roughness. They used a deterministic approach based on three, five, seven and nine neighboring points of a 2D and 3D surface characterization and concluded that the choice of the lateral resolution, roughness, and especially the number of neighboring points significantly affects the surface topography parameter results.…”
Section: Introductionmentioning
confidence: 99%
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