| Literature DB >> 24436856 |
Jean A Ouellet1, Corey Richards1, Zeeshan M Sardar1, Demetri Giannitsios2, Nicholas Noiseux1, Willem S Strydom1, Rudy Reindl1, Peter Jarzem1, Vincent Arlet3, Thomas Steffen2.
Abstract
The ideal treatment for unstable thoracolumbar fractures remains controversial with posterior reduction and stabilization, anterior reduction and stabilization, combined posterior and anterior reduction and stabilization, and even nonoperative management advocated. Short segment posterior osteosynthesis of these fractures has less comorbidities compared with the other operative approaches but settles into kyphosis over time. Biomechanical comparison of the divergent bridge construct versus the parallel tension band construct was performed for anteriorly destabilized T11-L1 spine segments using three different models: (1) finite element analysis (FEA), (2) a synthetic model, and (3) a human cadaveric model. Outcomes measured were construct stiffness and ultimate failure load. Our objective was to determine if the divergent pedicle screw bridge construct would provide more resistance to kyphotic deforming forces. All three modalities showed greater stiffness with the divergent bridge construct. The FEA calculated a stiffness of 21.6 N/m for the tension band construct versus 34.1 N/m for the divergent bridge construct. The synthetic model resulted in a mean stiffness of 17.3 N/m for parallel tension band versus 20.6 N/m for the divergent bridge (p = 0.03), whereas the cadaveric model had an average stiffness of 15.2 N/m in the parallel tension band compared with 18.4 N/m for the divergent bridge (p = 0.02). Ultimate failure load with the cadaveric model was found to be 622 N for the divergent bridge construct versus 419 N (p = 0.15) for the parallel tension band construct. This study confirms our clinical experience that the short posterior divergent bridge construct provides greater stiffness for the management of unstable thoracolumbar fractures.Entities:
Keywords: biomechanical comparison; divergent bridge; finite element analysis; posterior instrumentation; tension band; thoracolumbar fractures
Year: 2013 PMID: 24436856 PMCID: PMC3854578 DOI: 10.1055/s-0033-1343073
Source DB: PubMed Journal: Global Spine J ISSN: 2192-5682
Fig. 1Specimen demonstrating (a) the divergent bridge construct with divergent pedicle screw placement. The vertebra is locked in with tip of pedicle screw in subchondral juxtacortical bone of the end plate and with abutment of the pedicle screw on the edge of pedicle as shown by the arrows. (b) Parallel tension band construct.
Morphological analysis of radiographic parameters in normal subjects
| Sex | Sample size | Mean age (range), y | |||
|---|---|---|---|---|---|
| Demographics | M | 20 | 43 (19–88) | ||
| F | 20 | 55 (29–83) | |||
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| Mean vertebral body height (mm) | M | 33 | 35 | 37 | 38 |
| F | 29 | 31 | 33 | 34 | |
| Mean pedicle height (mm) | M | 16 | 17 | 18 | 19 |
| F | 14 | 15 | 16 | 17 | |
| Mean superior screw angle (degrees) | M | 16.5 | 17.6 | ||
| F | 15.1 | 15.8 | |||
| Mean inferior screw angle (degrees) | M | 26.4 | 27.4 | ||
| F | 27.7 | 27.6 | |||
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| Mean divergent bridge construct rod length (mm) | M | 59.4 | 58.7 | ||
| F | 55 | 56.2 | |||
| Mean parallel tension band construct rod length (mm) | M | 84.4 | 86.9 | ||
| F | 76.5 | 79.6 | |||
Mean values used in our T11–L1 biomechanical construct.
Fig. 2Sample morphogenic radiologic assessment of the ideal angulated pedicle screw position for the divergent bridge construct. Line (1) measures a 5-mm distance from the inferior edge of T11 pedicle; line (2) indicates a 5-mm distance from the superior edge of L1 pedicle; angle (3) is the insertion angle for the superior pedicle screw; angle (4) is the insertion angle for the inferior pedicle screw; line (5) measures the length of the rod for the divergent bridge construct.
Fig. 3American Society for Testing and Materials (ASTM) drawings for the ultra-high-molecular-weight polyethylene (UHMWPE) corpectomy model with example of ASTM construct in testing machine fixtures.
Fig. 4Finite element analysis models for the (a) parallel tension band construct and the (b) divergent bridge construct.
Cadaveric morphogenic and demographic data
| T11 vertebral body | L1 vertebral body | |||||||||
|---|---|---|---|---|---|---|---|---|---|---|
| Group | Specimen ID | Age (y) | Sex | BMD | Height (mm) | AP depth (mm) | Width (mm) | Height (mm) | AP Depth (mm) | Width (mm) |
| Parallel tension band construct | 1 | 75 | M | 0.57 | 26 | 34 | 46 | 28 | 36 | 50 |
| 2 | 54 | M | 0.52 | 27 | 32 | 41 | 30 | 33 | 47 | |
| 3 | 69 | M | 0.54 | 25 | 32 | 40 | 27 | 35. | 47 | |
| Mean ± SD | 66.0 ± 10.8 | 0.54 ± 0.03 | 26.0 ± 1.0 | 32.7 ± 1.2 | 42.3 ± 3.2 | 28.3 ± 1.5 | 34.7 ± 1.5 | 48.0 ± 1.7 | ||
| Divergent bridge construct | 1 | 75 | M | 0.61 | 24 | 30 | 40 | 27 | 32. | 44 |
| 2 | 51 | M | 0.58 | 26 | 31 | 43 | 30 | 33. | 47 | |
| 3 | 67 | M | 0.57 | 26 | 33 | 44 | 28 | 35 | 48 | |
| Mean ± SD | 64.3 ± 12.2 | 0.59 ± 0.02 | 25.3 ± 1.2 | 31.3 ± 1.5 | 42.3 ± 2.1 | 28.3 ± 1.5 | 33.3 ± 1.5 | 46.3 ± 2.1 | ||
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| 0.20 | 0.04 | 0.53 | 0.46 | 1.00 | 1.00 | 0.42 | 0.53 | ||
Abbreviations: AP, anterior to posterior; BMD, bone mineral density; ID, identification number; SD, standard deviation.
p value calculated using two-tailed paired t test.
Fig. 5Pedicle screw aiming device made for standardized placement of pedicle screws in the cadaveric construct.
Fig. 6Stiffness (Newton per meter) of the two constructs tested using finite element analysis.
Biomechanical testing results
| Synthetic construct testing | Cadaveric construct testing | |||
|---|---|---|---|---|
| Group | Specimen ID | Stiffness (N/m) | Stiffness (N/m) | Ultimate failure load (N) |
| Parallel tension band construct | 1 | 15.4 | 14.8 | 350 |
| 2 | 18.6 | 17.6 | 523 | |
| 3 | 17.9 | 13.3 | 385 | |
| Mean ± SD | 17.3 ± 1.7 | 15.2 ± 2.2 | 419 ± 91 | |
| Divergent bridge construct | 1 | 19.9 | 19.0 | 732 |
| 2 | 21.4 | 20.1 | 633 | |
| 3 | 20.6 | 16.2 | 500 | |
| Mean ± SD | 20.6 ± 0.8 | 18.4 ± 2.0 | 622 ± 116 | |
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| 0.03 | 0.02 | 0.15 | |
| Statistical power | 86% | < 80% | < 80% | |
Abbreviations: ID, identification number; SD, standard deviation.
p value calculated using two-tailed paired t test.
Fig. 7Sample graph of load (Newton) versus displacement (millimeter) showing calculation of construct stiffness (Newton per meter) and ultimate failure load (Newton).
Fig. 8Schematic drawings showing (a) the parallel tension band construct experiencing the force vector F, whereas (b) the divergent bridge construct experiencing force vectors F and F, where F = F + F.