Fatigue Testing of Bone Cements — Comparison of Testing Arrangements

    Volume 2, Issue 7 (July 2005)

    ISSN: 1546-962X

    CODEN: JAIOAD

    Published Online: 8 June 2005

    Page Count: 11


    Soltész, U
    Fraunhofer-Institut für Werkstoffmechanik, Freiburg,

    Merzhausen,

    Schäfer, R
    Fraunhofer-Institut für Werkstoffmechanik, Freiburg,

    Jaeger, R
    Fraunhofer-Institut für Werkstoffmechanik, Freiburg,

    Gopp, U
    Heraeus Kulzer GmbH & Co. KG,

    Kühn, K-D
    Heraeus Kulzer GmbH & Co. KG,

    (Received 5 November 2004; accepted 14 April 2005)

    Abstract

    Bone cements are a common tool for the fixation of high load bearing endoprostheses. One of the most important requirements for their safe function is sufficient strength under long-term loading conditions. Therefore, fatigue investigations are being performed increasingly in addition to the usual characterization by quasistatic tests. Meanwhile, such fatigue testing methods are also discussed by the responsible ISO-committee. Three testing procedures are considered: a 4-point-bending arrangement, a pure tensile test with flat tapered specimens, and a uniaxial tension/compression test with cylindrical tapered samples. Until now, a direct comparison of these three methods has not been conducted. The aim of this study is to compare the three procedures with respect to their applicability for the assessment of the fatigue properties of bone cements. Whereas tension/compression leads to uncertainties in the interpretation of the results, it turns out that bending and pure tension deliver consistent evaluations. With respect to practicability, simplicity, and costs, the bending test method, which is already standardized for the quasistatic testing of bone cements, is the preferred fatigue testing method.


    Paper ID: JAI13105

    DOI: 10.1520/JAI13105

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    Author
    Title Fatigue Testing of Bone Cements — Comparison of Testing Arrangements
    Symposium , 0000-00-00
    Committee E28