Article

Development of specimen-specific finite element models of human vertebrae for the analysis of vertebroplasty

School of Mechanical Engineering, University of Leeds, Leeds, UK.
Proceedings of the Institution of Mechanical Engineers Part H Journal of Engineering in Medicine (Impact Factor: 1.14). 03/2008; 222(2):221-8. DOI: 10.1243/09544119JEIM285
Source: PubMed

ABSTRACT The aim of this study was to determine the accuracy of specimen-specific finite element models of untreated and cement-augmented vertebrae by direct comparison with experimental results. Eleven single cadaveric vertebrae were imaged using micro computed tomography (microCT) and tested to failure in axial compression in the laboratory. Four of the specimens were first augmented with PMMA cement to simulate a prophylactic vertebroplasty. Specimen-specific finite element models were then generated using semi-automated methods. An initial set of three untreated models was used to determine the optimum conversion factors from the image data to the bone material properties. Using these factors, the predicted stiffness and strength were determined for the remaining specimens (four untreated, four augmented). The model predictions were compared with the corresponding experimental data. Good agreement was found with the non-augmented specimens in terms of stiffness (root-mean-square (r.m.s.) error 12.9 per cent) and strength (r.m.s. error 14.4 per cent). With the augmented specimens, the models consistently overestimated both stiffness and strength (r.m.s. errors 65 and 68 per cent). The results indicate that this method has the potential to provide accurate predictions of vertebral behaviour prior to augmentation. However, modelling the augmented bone with bulk material properties is inadequate, and more detailed modelling of the cement region is required to capture the bone-cement interactions if the models are to be used to predict the behaviour following vertebroplasty.

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    • "The marker on the cement fitted into the steel housing to ensure the load was applied at the desired location (Fig. 1). The stiffness was determined as the largest gradient of the load– displacement curve obtained over a 0.6 mm displacement range, based on previous studies (Wijayathunga et al., 2008). "
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Vithanage N Wijayathunga