| Literature DB >> 27734338 |
Nikolai Briffa1, Raju Karthickeyan2, Joshua Jacob2, Arshad Khaleel2.
Abstract
The aim of this study was to compare the biomechanical properties of medial and lateral plating of a medially comminuted supracondylar femoral fracture. A supracondylar femoral fracture model comparing two fixation methods was tested cyclically in axial loading. One-centimetre supracondylar gap osteotomies were created in six synthetic femurs approximately 6 cm proximal to the knee joint. There were two constructs investigated: group 1 and group 2 were stabilized with an 8-hole LC-DCP, medially and laterally, respectively. Both construct groups were axially loaded. Global displacement (total length), wedge displacement, bending moment and strain were measured. Medial plating showed a significantly decreased displacement, bending moment and strain at the fracture site in axial loading. Medial plating of a comminuted supracondylar femur fracture is more stable than lateral plating.Entities:
Keywords: Axial loading testing; Construct stability; Medial versus lateral plating; Supracondylar femur fracture
Year: 2016 PMID: 27734338 PMCID: PMC5069206 DOI: 10.1007/s11751-016-0268-0
Source DB: PubMed Journal: Strategies Trauma Limb Reconstr ISSN: 1828-8928
Fig. 1a Femur with distal lateral fixation. b Femur with distal medial fixation. c Position of strain gauges 1–5
Fig. 2Femur specimen loaded in the Instron test machine simulating in vivo loading with the extensometer straddling the open face of the wedge gap
Fig. 3Lateral and medial plated global femur displacements as a function of load
Fig. 4Lateral and medial plated wedge displacements as a function of load
Fig. 5Deformed femur a lateral plate at 250 N, b medial plate at 500 N, c extensometer
Fig. 6Strains recorded with lateral plating with legends 1–5 depict the various gauges along the femur. Unloading data of gauge 2 are not available due to malfunction
Fig. 7Strains recorded with medial plating with legends 1, 3, 4, 5 depict the various gauges along the femur. Data from gauge 2 are discarded due to malfunction on unloading