| Literature DB >> 23244634 |
Sebastian Felix Baumbach1, Enrico Dall'Ara, Patrick Weninger, Anna Antoni, Hannes Traxler, Martin Dörr, Philippe K Zysset.
Abstract
BACKGROUND: Distal radius fractures (DRF) are one of the most common fractures and often need surgical treatment, which has been validated through biomechanical tests. Currently a number of different fracture models are used, none of which resemble the in vivo fracture location. The aim of the study was to develop a new standardized fracture model for DRF (AO-23.A3) and compare its biomechanical behavior to the current gold standard.Entities:
Mesh:
Year: 2012 PMID: 23244634 PMCID: PMC3557151 DOI: 10.1186/1471-2474-13-252
Source DB: PubMed Journal: BMC Musculoskelet Disord ISSN: 1471-2474 Impact factor: 2.362
Figure 1Distal fracture line location for Colles’ fractures. A) 7.9 ± 2.7 mm; B) 11.7 ± 3.9 mm. Adapted from Baumbach et al. [19].
Figure 2Illustration of different osteotomy locations and the final setup. 1) Gold-standard osteotomy location: A: 20 mm; D: 10 mm; 2) Novel osteotomy location: B: 8 mm; C: 12 mm; D: 10 mm; 3) Final biomechanical setup: Arrows and dashed line mark axis of force, screws numbered 5 and 8 were placed following cutting of the osteotomy.
Descriptive and comparative statistics for the assessed biomechanical parameters for preliminary study on sawbone
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|---|---|---|---|---|---|---|---|---|---|
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| Axial Stiffness [N/mm] | 793 | 129 | 674 | 912 | 742 | 89 | 660 | 825 | 0.404 |
| Dissipated Work Cycles [N*mm] | 2.5 | 2.6 | 0.1 | 4.9 | 2.8 | 2.4 | 0.5 | 5.0 | 0.834 |
| Dissipated Work Monotonic [N*mm] | 3700 | 228 | 3489 | 3910 | 3698 | 302 | 3418 | 3978 | 0.991 |
| Load at −5 mm1 [N] | −1623 | 145 | −1756 | −1489 | −1517 | 166 | −1671 | −1363 | 0.229 |
| Res Displacement2 [mm] | −2.18 | 0.38 | −2.53 | −1.83 | −2.31 | 0.29 | −2.58 | −2.04 | 0.483 |
1Load at −5 mm displacement.
2Residual Displacement after unloading.
395% Confidence Interval for Mean.
Figure 3Exemplary ‘force - displacement’ curves (1) and ‘maximum load-displacement’ curves. (2). Dark: standard fracture model; Clear: novel fracture model; Top: atypical (n = 3) force-displacement curve (A1) and maxima (A2); Bottom: typical (n = 7) force-displacement curve (B1) and maxima (B2). An example of the computation of the residual displacement (Res_Disp) from the linear portion of the 'maximum load-displacement' curve (Sl_Lin) is shown in B2.
Figure 4Mean and standard deviation illustrated for each cycle for displacement, dissipated work and stiffness. Dark: standard model; Clear: novel model; N: number of pairs; Cycles: number of cycles (cycle number times 100 N equals ultimate load for that cycle).