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Axisymmetric bonded punch problem: A complete solution

Eine vollständige Lösung des Stempelproblems bei Axialsymmetrie und Haften

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Summary

Explicit expressions are derived for the field of stresses and displacements around an axisymmetric punch bonded to a transversely isotropic elastic half-space. The method is based on the new results in potential theory obtained by the author earlier. A flat centrally loaded circular punch is considered as an example. Specific computations were performed in order to compare the elastic field in the vicinity of a bonded punch with similar parameters for a smooth punch.

Übersieht

Für die Spannungs- und Verschiebungsfelder eines transversal-isotropn elastischen Halbraums, der unter Haftbedingung von einem axialsymmetrischen Stempel belastet ist, werden explizite Formeln hergeleitet. Die dazu benutzte Methode beruht auf neueren Ergebnissen des Autors in der Potentialtheorie. Als Beispiel wird ein zentrisch belasteter, flacher Kreisstempel behandelt. Als numerische Ergebnisse werden die Verschiebungsfelder in der Umgebung eines haftenden und glatten Stempels bei gleichen Parameterbedingungen zum Vergleich vorgestellt.

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Authors and Affiliations

  1. Dept. of Mechanical Engineering, Concordia University, 1455 de Maisonneuve Blvd. West, Montreal, Québec H3G 1MB, Canada

    V. I. Fabrikant

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  1. V. I. Fabrikant
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Fabrikant, V.I. Axisymmetric bonded punch problem: A complete solution. Ing. arch 60, 213–224 (1990). https://doi.org/10.1007/BF00577858

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