| Literature DB >> 26741807 |
Dominik Gruszka1, Robert Herr1, Hans Hely2, Peer Hofmann2, Daniela Klitscher1, Alexander Hofmann1, Pol Maria Rommens1.
Abstract
PURPOSE: The use of new headless compression screws (HCSs) for scaphoid fixation is growing, but the nonunion rate has remained constant. The aim of this study was to compare the stability of fixation resulting from four modern HCSs using a simulated fracture model to determine the optimal screw design(s).Entities:
Mesh:
Year: 2016 PMID: 26741807 PMCID: PMC4704798 DOI: 10.1371/journal.pone.0145949
Source DB: PubMed Journal: PLoS One ISSN: 1932-6203 Impact factor: 3.240
Fig 1Competing screws.
1—Acumed Acutrak 2 Mini (AA), 2—Stryker TwinFix (ST), 3—Synthes 3.0 HCS with a long thread (SH), 4—KLS Martin HBS 2 Midi (MH).
Specifications of the tested screws.
Ø–diameter.
| AA | ST | SH | MH | |
|---|---|---|---|---|
| Ø1.1 mm | Ø1.0 mm | Ø1.1 mm | Ø1.1 mm | |
| Self-tapping; optionally self-drilling | Self-tapping; leading and trailing head move independently | Self-tapping; optionally self-drilling; compression sleeve | Self-tapping; optionally self-drilling and compression sleeve | |
| Hex Driver | Double Hex with a clutch | T8 StarDrive | T8 StarDrive | |
| Ø3.6/3.5; continuous, conical, variable thread pitch | Ø4.2/3.2; identical thread pitch and lead | Ø3.5/3.0; double trailing thread with the same lead as the leading thread | Ø3.9/3.0; thread increases from 1.0 to 1.25 mm |
Fig 2Specimen fixation and forces.
Left side—scaphoid fixed in PMMA cement before the testing procedure. K-wire located in the screw to indicate the 45° angle of the screw to the ground plate. Gray points are the axes, which are parallel through the bone to allow for loading and measurements. Right side—force vectors and angles used in this study.
Fig 3Loading device.
Red arrow—position of the scaphoid during the testing procedure. Yellow arrow—free-floating loading plate. Green arrow—vector of a loading force from a motor.
Fig 4Scaphoid during the test procedure.
Arrow shows an opening of the simulated fracture site under loading.
Descriptive statistics of φ [grade] and ln φ.
| φ [grade] | 10 | .16 | 3.31 | 1.27 | 1.13 | .63 | ||
| ln φ | 10 | 1.83 | 1.20 | -.25 | -.24 | 1.22 | -.84 | |
| φ [grade] | 9 | .26 | 4.80 | 1.41 | 1.39 | 2.14 | ||
| ln φ | 9 | -1.35 | 1.57 | -.03 | .11 | .93 | .02 | |
| φ [grade] | 8 | .32 | 5.88 | 2.47 | 1.96 | .57 | ||
| ln φ | 8 | -1.14 | 1.77 | .49 | .80 | 1.09 | -.60 | |
| φ [grade] | 9 | .39 | 7.25 | 2.41 | 1.44 | 2.27 | 1.36 | |
| ln φ | 9 | -.94 | 1.98 | .47 | 0.36 | .98 | .15 | |
Fig 5Distribution of φ [grade] and ln φ.
Fig 6Linear regression analysis of the tested screws.