STP1172

    Short Bar Chevron-Notch Fracture Toughness of Bone Cement

    Published: Jan 1992


      Format Pages Price  
    PDF Version (448K) 13 $25   ADD TO CART
    Complete Source PDF (4.9M) 13 $75   ADD TO CART


    Abstract

    Poly(methylmethacrylate) is used as a grouting agent in total joint arthroplasty. Fracture toughness of the relatively brittle bone cement is an important property determining the reliability and defect tolerance capability of the material. In the present study, fracture toughness of bone cement and commercial PMMA has been determined using a short bar chevron-notch test method. Chevron-notched short bar specimens were prepared with a notch molded-in during the polymerization process or by machining techniques. Specimen size and other test parameters were varied to determine variability of the results. In addition, parameters were also varied to simulate clinical practices.

    A peak load test method following ASTM E 1304-89 was used to estimate fracture toughness. The load-displacement curves obtained were independent of the displacement rates within the recommended peak load time range. Wide variation of displacement rates had no effect on the fracture toughness values. No plasticity-induced effects on fracture toughness were evident in the slow rate regime up to a peak load time of 300 s for 12.7-mm-thick short bar specimens. The results of this study indicate that the ASTM Test Method E 1304-89 can be successfully used in determining fracture toughness of bone cements.

    Keywords:

    fracture toughness, brittle material, displacement rates, PMMA, bone cement, chevron-notch, fractography


    Author Information:

    Bhambri, SK
    Senior research engineer and manager, Engineering Test Laboratory, Zimmer, Inc., Warsaw, IN

    Gilbertson, LN
    Senior research engineer and manager, Engineering Test Laboratory, Zimmer, Inc., Warsaw, IN


    Paper ID: STP24718S

    Committee/Subcommittee: E08.04

    DOI: 10.1520/STP24718S


    CrossRef ASTM International is a member of CrossRef.