| Literature DB >> 30305979 |
Guan-Ming Kuang1,2, Tak Man Wong3, Jun Wu1,2, Jun Ouyang4, Haihua Guo1,2, Yapeng Zhou1,2, Christian Fang3, Frankie K L Leung3, William Lu1.
Abstract
INTRODUCTION: The purpose of this study was to test whether local filling of a novel strontium-containing hydroxyapatite (Sr-HA) bone cement can augment the fixation of a locking plate system in a cadaveric proximal humeral facture model.Entities:
Keywords: cement augmentation; fracture fixation; osteoporosis; proximal humerus; strontium-containing hydroxyapatite (Sr-HA) bone cement
Year: 2018 PMID: 30305979 PMCID: PMC6176529 DOI: 10.1177/2151459318795312
Source DB: PubMed Journal: Geriatr Orthop Surg Rehabil ISSN: 2151-4585
Figure 1.X-rays of a representative paired humeri. The osteotomies on the greater tuberosity and beneath the surgical neck are shown. The gap between the humeral head and the distal shaft is shown. The left nonaugmented specimen with the fracture lines of the simulated 3-part fracture and the right one is the augmented specimen. The arrow shows the cement around the screw.
Figure 2.The setting of the varus bending test.
Figure 3.The setting of the axial rotation test.
Results of the BMD Test.
| Bone Mineral Density (BMD) |
| ||
|---|---|---|---|
| Left (g/cm3)a | Right (g/cm3)a | ||
| All specimens (12 pairs) | 0.529 (0.343-0.770) | 0.526 (0.354-0.729) | .469 |
| Varus bending (6 pairs) | 0.540 (0.343-0.592) | 0.524 (0.390-0.578) | .312 |
| Axial rotation (6 pairs) | 0.516 (0.397-0.770) | 0.536 (0.354-0.729) | .687 |
a Values are expressed as median (minimal-maximal) of bone mineral density (BMD).
b Mann-Whitney U test.
Results of the Varus Bending Test.
| Groups |
| ||
|---|---|---|---|
| Control (mm)a | Cemented (mm)a | ||
| 1st 1000 cycles | 10.15 (9.33-13.56) | 9.20 (8.92-10.15) | .016c |
| 2nd 1000 cycles | 10.37 (9.60-13.91) | 9.34 (8.93-10.28) | .010c |
| 3rd 1000 cycles | 10.41 (9.65-14.07) | 9.37 (8.94-10.32) | .010c |
| 4th 1000 cycles | 10.43 (9.67-14.15) | 9.39 (8.94-10.33) | .010c |
a Values are expressed as median (minimal-maximal) of the maximal displacement (mm) per cycle.
b Mann-Whitney U test.
c Significant difference.
Figure 4.Results of the varus bending test. *P < .05.
Results of Failure Test.
| Groups |
| ||
|---|---|---|---|
| Controla | Cementeda | ||
| Compression failure point (N) | 468.94 (321.36-904.24) | 958.59 (652.56-1248.13) | .025c |
| Compression stiffness (N/m) | 1.66 × 105 (1.23 × 104-2.07 × 105) | 2.34 × 105 (1.93 × 105-3.54 × 105) | .010c |
| Rotation failure point (N·m) | 9.08 (7.29-17.37) | 7.82 (3.28-20.92) | .522 |
| Rotation stiffness (N·m/rad) | 15.92 (9.71-26.70) | 11.50 (4.40-25.41) | .337 |
a Values are expressed as median (minimal-maximal) of the maximal rotation (degrees) per cycle.
b Mann-Whitney U test.
c Significant difference.
Figure 5.Results of the compression failure test. (A) Compression failure point, (B) compression stiffness.
Results of the Rotation Test.
| Groups |
| ||
|---|---|---|---|
| Control (degrees)a | Cemented (degrees)a | ||
| 1st 2000 cycles | 2.25 (1.80-2.72) | 2.10 (1.80-2.10) | .087 |
| 2nd 2000 cycles | 3.15 (2.50-3.82) | 2.60 (2.90-3.41) | .194 |
| 3rd 2000 cycles | 4.21 (3.50-4.91) | 3.50 (3.22-3.91) | .056 |
| 4th 2000 cycles | 4.90 (3.60-5.67) | 4.39 (3.84-4.49) | .102 |
a Values are expressed as median (minimal-maximal) of the maximal rotation (degrees) per cycle.
b Mann-Whitney U test.
Figure 6.Results of the rotation test.
Figure 7.Results of the rotation failure test. (A) Rotational failure point; (B) rotational stiffness.