| Literature DB >> 32655127 |
Jiajia Wang1,2, Zhihui Qian2, Changlei Cui3, Zhijun Guo4, Luquan Ren2.
Abstract
BACKGROUND The fifth and sixth cervical vertebra (C5-C6) is the most easily injured segment encountered in clinical practice. The anterior cervical plate and cage (ACPC) fixation system is always used to reconstruct the intervertebral height and maintain the segmental stability. The postoperative effect, such as subsidence, neck pain, and non-fusion, is greatly affected by the cervical cage structure design. This study determined reasonable structure size parameters that present optimized biomechanical properties related to the postoperative subsidence often accompanied with ACPC. MATERIAL AND METHODS Twenty bionic cages with different structural sizes (distance between the center of the cage and groove, groove depth, and groove width) were designed and analyzed based on the regression optimization design and analysis method combined with FE analysis. Because a previous study showed that greater stresses on the endplate are associated with higher risk of subsidence, the optimization object was selected as the stresses on endplate to lower it. RESULTS The postoperative stresses on the endplate of all cages with bionic structure design were proved to be lower than with the original one. The optimal structure size was the distance between the center of the cage and groove=0 mm, groove depth=3 mm, and groove width=4 mm. Regression analysis found the cage with optimized bionic structural parameters resulted in a 22.58% reduction of endplate stress response compared with the original one. CONCLUSIONS The bionic cage with optimized structural sizes can reduce the subsidence risk, suggesting that the optimization method has great potential applications in the biomechanical engineering field.Entities:
Mesh:
Year: 2020 PMID: 32655127 PMCID: PMC7377005 DOI: 10.12659/MSM.924236
Source DB: PubMed Journal: Med Sci Monit ISSN: 1234-1010
The material properties [23–25] set in the C5–C6 FE model.
| Component | Element type | Density (Ton/mm3) | Young’s modulus (MPa) | Poissson’s ratio | Cross-section area (mm2) |
|---|---|---|---|---|---|
| Cortical bone | Trilateral | 1.83E-09 | 12000.0 | 0.29 | – |
| Cancellous bone | Tetrahedral | 1.00E-09 | 450.0 | 0.29 | – |
| posterior structure | Tetrahedral | 1.83E-09 | 3500.0 | 0.29 | – |
| Annulus | Tetrahedral | 1.20E-09 | 3.4 | 0.40 | – |
| Nucleus | Tetrahedral | 1.36E-09 | 1.0 | 0.49 | – |
| Endplate | Trilateral | 1.83E-09 | 12000.0 | 0.29 | – |
| Anterior Longitudinal ligament | Truss | 1.10E-09 | 30.0 | 0.40 | 6.1 |
| Posterior longitudinal ligament | Truss | 1.10E-09 | 20.0 | 0.40 | 5.4 |
| Ligamentum flavum | Truss | 1.10E-09 | 10.0 | 0.40 | 50.1 |
| Supraspinous ligament | Truss | 1.10E-09 | 1.5 | 0.40 | 13.1 |
| Interspinous ligament | Truss | 1.10E-09 | 10.0 | 0.40 | 13.1 |
| Capsular ligament | Truss | 1.10E-09 | 10.0 | 0.40 | 46.6 |
| Transverse ligament | Truss | 1.10E-09 | 20.0 | 0.40 | 15.0 |
Figure 1The C5–C6 FE model with cage implantation and its boundary and loading condition. A uniform compression force of 52.5 N mimicking the gravity of head, and a moment of 1.8 Nm mimicking the flexion motion pattern was exerted on the vertebrae of C5, while the nodes at the bottom of C6 were completely constrained.
Figure 2Schematic diagram of cervical cage’s structural dimensions. H – Distance from the superior and inferior edge; s – Distance between the center of cage and center of groove; h – Depth of the groove; b – Width of the groove.
Factor level coding table.
| xj(zj) | z1/mm | z2/mm | z3/mm |
|---|---|---|---|
| R(z2j) | 1 | 2 | 2.5 |
| 1(z0j+Δj) | 0.595 | 1.696 | 2.095 |
| 0(z0j) | 0 | 1.25 | 1.5 |
| −1(z0j−Δj) | −0.595 | 0.804 | 0.905 |
| −r(z1j) | −1 | 0.5 | 0.5 |
| 0.595 | 0.446 | 0.595 | |
Quadratic rotating experimental design scheme.
| Factors No. of experiments | x1(z1) | x2(z2) | x3(z3) |
|---|---|---|---|
| 1 | 1 (0.5946) | 1 (1.696) | 1 (2.0946) |
| 2 | 1 (0.5946) | 1 (1.696) | −1 (0.9054) |
| 3 | 1 (0.5946) | −1 (0.804) | 1 (2.0946) |
| 4 | 1 (0.5946) | −1 (0.804) | −1 (0.9054) |
| 5 | −1 (−0.5946) | 1 (1.696) | 1 (2.0946) |
| 6 | −1 (−0.5946) | 1 (1.696) | −1 (0.9054) |
| 7 | −1 (−0.5946) | −1 (0.804) | 1 (2.0946) |
| 8 | −1 (−0.5946) | −1 (0.804) | −1 (0.9054) |
| 9 | −r (−1) | 0 (1.25) | 0 (1.5) |
| 10 | r (1) | 0 (1.25) | 0 (1.5) |
| 11 | 0 (0) | −r (0.5) | 0 (1.5) |
| 12 | 0 (0) | r (2) | 0 (1.5) |
| 13 | 0 (0) | 0 (1.25) | −r (0.5) |
| 14 | 0 (0) | 0 (1.25) | r (2.5) |
| 15 | 0 (0) | 0 (1.25) | 0 (1.5) |
| 16 | 0 (0) | 0 (1.25) | 0 (1.5) |
| 17 | 0 (0) | 0 (1.25) | 0 (1.5) |
| 18 | 0 (0) | 0 (1.25) | 0 (1.5) |
| 19 | 0 (0) | 0 (1.25) | 0 (1.5) |
| 20 | 0 (0) | 0 (1.25) | 0 (1.5) |
The quadratic regression general rotation design parameter [21].
| p | N | λ4 | K | -E | F | G | ||||
|---|---|---|---|---|---|---|---|---|---|---|
| 2 | 1.414 | 4 | 4 | 5 | 13 | 0.813 | 0.2000 | 0.1000 | 0.1438 | 0.0188 |
| 3 | 1.732 | 8 | 6 | 6 | 20 | 0.857 | 0.1663 | 0.0568 | 0.0684 | 0.0069 |
| 4 | 2.000 | 16 | 8 | 7 | 31 | 0.861 | 0.1428 | 0.0357 | 0.0350 | 0.0037 |
Figure 3The comparison between Von Mises stresses of the original structural cage (the black dotted line) and bionic structural ones using quadratic rotation design (the blue polyline).
The calculation results of regression coefficients.
| No. | |||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1 | 1 | 1 (0.595) | 1 (1.696) | 1 (2.0946) | 1 | 1 | 1 | 1 | 1 | 1 | 2.332 |
| 2 | 1 | 1 (0.5946) | 1 (1.696) | −1 (0.9054) | 1 | −1 | −1 | 1 | 1 | 1 | 2.437 |
| 3 | 1 | 1 (0.5946) | −1 (0.804) | 1 (2.0946) | −1 | 1 | −1 | 1 | 1 | 1 | 2.396 |
| 4 | 1 | 1 (0.5946) | −1 (0.804) | −1 (0.9054) | −1 | −1 | 1 | 1 | 1 | 1 | 2.448 |
| 5 | 1 | −1 (−0.5946) | 1 (1.696) | 1 (2.0946) | −1 | −1 | 1 | 1 | 1 | 1 | 2.208 |
| 6 | 1 | −1 (−0.5946) | 1 (1.696) | −1 (0.9054) | −1 | 1 | −1 | 1 | 1 | 1 | 2.369 |
| 7 | 1 | −1 (−0.5946) | −1 (0.804) | 1 (2.0946) | 1 | −1 | −1 | 1 | 1 | 1 | 2.307 |
| 8 | 1 | −1 (−0.5946) | −1 (0.804) | −1 (0.9054) | 1 | 1 | 1 | 1 | 1 | 1 | 2.418 |
| 9 | 1 | −1.6818 (−1) | 0 (1.25) | 0 (1.5) | 0 | 0 | 0 | 2.8284 | 0 | 0 | 2.346 |
| 10 | 1 | r (1) | 0 (1.25) | 0 (1.5) | 0 | 0 | 0 | 0 | 0 | 0 | 2.415 |
| 11 | 1 | 0 (0) | −1.6818 (0.5) | 0 (1.5) | 0 | 0 | 0 | 0 | 2.8284 | 0 | 2.408 |
| 12 | 1 | 0 (0) | 1.6818 (2) | 0 (1.5) | 0 | 0 | 0 | 0 | 2.8284 | 0 | 2.348 |
| 13 | 1 | 0 (0) | 0 (1.25) | −1.6818 (0.5) | 0 | 0 | 0 | 0 | 0 | 2.8284 | 2.443 |
| 14 | 1 | 0 (0) | 0 (1.25) | 1.6818 (2.5) | 0 | 0 | 0 | 0 | 0 | 2.8284 | 2.274 |
| 15 | 1 | 0 (0) | 0 (1.25) | 0 (1.5) | 0 | 0 | 0 | 0 | 0 | 0 | 2.396 |
| 16 | 1 | 0 (0) | 0 (1.25) | 0 (1.5) | 0 | 0 | 0 | 0 | 0 | 0 | 2.414 |
| 17 | 1 | 0 (0) | 0 (1.25) | 0 (1.5) | 0 | 0 | 0 | 0 | 0 | 0 | 2.359 |
| 18 | 1 | 0 (0) | 0 (1.25) | 0 (1.5) | 0 | 0 | 0 | 0 | 0 | 0 | 2.377 |
| 19 | 1 | 0 (0) | 0 (1.25) | 0 (1.5) | 0 | 0 | 0 | 0 | 0 | 0 | 2.432 |
| 20 | 1 | 0 (0) | 0 (1.25) | 0 (1.5) | 0 | 0 | 0 | 0 | 0 | 0 | 2.374 |
| 20 | 13.6569 | 13.6569 | 13.6569 | 8 | 8 | 8 | 15.9998 | 23.9997 | 23.9997 | 225.7753 | |
| 47.501 | 0.4270442 | −0.3239 | −0.7132 | 0.073 | 0.115 | −0.103 | 25.5504 | 32.3669 | 32.2566 | ||
| 2.3922 | 0.0313 | −0.0237 | −0.0522 | 0.0091 | 0.0144 | −0.00129 | −0.4795 | −0.0534 | −0.0603 | ||
| 113.6319 | 0.0134 | 0.0077 | 0.0372 | 0.0007 | 0.0017 | 0.0013 | −12.2506 | −1.7297 | −1.9461 | ||
| 252.4379 | 2.2200 | 1.6815 | 3.7036 | 0 | 0.0001 | 0.0001 | 0.0029 | 0.0003 | 0.0004 | ||
| 0.001 | 0.1 | 0.2 | 0.02 | – | – | – | – | – | – |
Figure 4The stress distribution on endplates, cages, and bone grafts for original cage and optimum structural one.
Figure 5The stress distribution on cancellous and cortical bone of C5 and C6 for the original cage and optimum structural one.