| Literature DB >> 32856181 |
Christopher Bliemel1, Dan Anrich2, Tom Knauf2, Ludwig Oberkircher2, Daphne Eschbach2, Antonio Klasan2, Florian Debus2, Steffen Ruchholtz2, Martin Bäumlein2.
Abstract
INTRODUCTION: Surgical treatment of supracondylar femoral fractures can be challenging. An additional wire cerclage is a suggested way to facilitate fracture reduction prior to plate osteosynthesis. Denudation to the periosteum remains a problematic disadvantage of this procedure. This study analyzed the effect of an additional wire cerclage on the load to failure in plate osteosynthesis of oblique supracondylar femoral shaft fractures.Entities:
Keywords: Biomechanical analysis; Load to failure; Polyaxial angular stable plate osteosynthesis; Supracondylar femoral fracture; Wire cerclage
Year: 2020 PMID: 32856181 PMCID: PMC8215035 DOI: 10.1007/s00402-020-03586-1
Source DB: PubMed Journal: Arch Orthop Trauma Surg ISSN: 0936-8051 Impact factor: 3.067
Fig. 1Clinical case of a 78-year-old woman with a 32-A2.3 distal femoral fracture. The fracture was surgically treated with a direct fracture repositioning using a double-looped wire cerclage and a retrograde inserted, polyaxially angular plate osteosynthesis
Fig. 2All femora assigned to group 1 were fixed in a custom-made torque wrench (a). A wire cerclage was applied in the center of the oblique fracture and tightened under laboratory conditions (b), thereby ensuring that the cerclage was attached with a force of 200 N (c)
Fig. 3Typical postoperative X-ray pictures showing a pair of samples with an NCB-DF plate osteosynthesis and an additionally attached double-looped wire cerclage in the right femur (a and b) (the same femur is shown in Fig. 2). The left femur only received fixation with an NCB-DF plate (c and d)
Fig. 4Test setup demonstrating force application with a metal plate movable in two directions. The femoral shaft was statically fixed in an anatomical 5–7° valgus position. Force was applied in a retrograde manner
Characteristics of the specimens used for biomechanical testing
| Pair of specimens | Femur with cerclage | Gender | Age (years) | Height (cm) | Weight (kg) | Diameter of condyles | T score | ||
|---|---|---|---|---|---|---|---|---|---|
| Left femur (cm) | Right femur (cm | Left femur | Right femur | ||||||
| 1 | Right | Male | 71 | 180 | 95 | 8.7 | 9.2 | − 0.7 | 0.6 |
| 2 | Left | Male | 79 | 168 | 82 | 8.6 | 9.0 | − 1.2 | − 1.6 |
| 3 | Left | Male | 75 | 168 | 75 | 9.1 | 9.3 | − 0.5 | − 0.9 |
| 4 | Left | Female | 57 | 158 | 70 | 8.3 | 8.1 | − 1.4 | − 1.3 |
| 5 | Left | Male | 73 | 162 | 71 | 8.8 | 9.2 | − 2.2 | − 2.1 |
| 6 | Left | Male | 69 | 174 | 90 | 9.2 | 8.9 | − 1.2 | − 1 |
| 7 | Right | Male | 72 | 183 | 100 | 9.3 | 9.4 | − 0.5 | − 0.3 |
| 8 | Right | Male | 95 | 175 | 90 | 9.3 | 9.3 | − 1.7 | − 1.2 |
Fig. 5Failure loads based on the cyclic loading tests, comparing plate osteosynthesis with and without additional wire cerclage
Fig. 6Photographs showing the different types of construct failure. Reasons for failure included irreversible deformation of the osteosynthesis plate (a) and multifragmentary fracture of the femoral shaft (b). Most common in both groups was failure due to cutting out of the screws (c 1–4) with shearing away of the condylar region. In most specimens with wire cerclage, the dorsal buttress broke under the cerclage at this failure mode. (d 1 and 2) illustrate the corresponding X-ray pictures to the specimen shown in (c 2 and 3)
Fig.7Plastic deformation of the two different osteosynthesis constructs at a load of 1200 N