| Literature DB >> 28332149 |
P Bouget1, C Breque2, J S Beranger3, J P Faure2,4, F Khiami5, T Vendeuvre6.
Abstract
BACKGROUND: Purpose and hypothesis: Patellar ligament rupture is a rare disabling pathology requiring a surgical ligament suture protected by a frame. The gold standard is the steel cable, but its rigidity and the necessity of a surgical re-intervention for its removal render it unsatisfactory. The objective of this paper is to quantify the mechanical protection provided by the terylene® in comparison with steel.Entities:
Keywords: Frame; Patellar ligament; Patellar tendon; Polyester; Rupture; Terylene
Year: 2017 PMID: 28332149 PMCID: PMC5362567 DOI: 10.1186/s40634-017-0084-6
Source DB: PubMed Journal: J Exp Orthop ISSN: 2197-1153
Fig. 1Specimens in the mechanical stress machine Tinius Olsen: (Camera 1 optical extensometer: measures the inter-tendon gap of the suture; Camera 2 optical goniometer: measured angulation amplitude of the knee)
Fig. 2Markers and front view: (1: marker/pin positioned on the frame, 2: marker/pin positioned on either side of the ligament suture, 3 Patella, 4: patellar bracket, 5: protection frame, 6: Femoral component, 7: Tibial Metaphyso-epiphyseal portion)
Fig. 3Side-view of the experimental set-up: With flexion of pretension of the frame (left) and flexion for an inter-suture gap of 2 mm (right). – (1 : Flexion angle (°) of pretension of the frame with inter-suture gap = 0 mm, 2 : Protection frame, 3 : Delta flexion (°) for inter-suture gap of 2 mm (ΔF 2 mm), 4 : Total flexion (°) for inter-suture gap of 2 mm)
Mean delta flexion angles (m ΔF) for inter-suture gap of 1 and 2 mm
| 1 mm | 2 mm | |
|---|---|---|
| m ΔF terylene | 4.74 ° [2.01°; 7.39°] | 8.71° [4.59°; 12.9°] |
| m ΔF steel | 5.91° [0.07°; 11.75°] | 10.41° [0.79°; 20.03°] |
| Mann Whitney Wilcoxon test ( | 0.198 | 0.114 |
[] = confidence interval of 95% for inter-suture gap of 1 and 2 mm
Mean deformation percentage (%def) of frames for inter-suture gaps of 1 and 2 mm
| 1 mm | 2 mm | |
|---|---|---|
| %def terylene | 1.62 [0.09; 3.15] | 2.63 [0.61; 4.65] |
| %def steel | −1.61 [−3.52; 0.28] | −2.73 [−6.32; 0.86] |
| Mann Whitney Wilcoxon test ( | 0.0004 | 0.0004 |
[] = Confidence interval of 95% [] for inter-suture gap of 1 and 2 mm
Fig. 4« Cheese-wiring » effect of the steel frame at the level of the patella: 1: Orifice of the initial tunnel; 2: direction of the bone rail; 3: Orifice of the tunnel after “cheese-wiring” effect. A bone rail at both the patellar and the tibial levels was visible in the metal frame group and caused relaxation of the frame when returning to knee extension and therefore a loss of protection of ligament suture