| Literature DB >> 34989673 |
Katherine Wang1, Eustathios Kenanidis2, Zakareya Gamie3, Khurram Suleman1, Mark Miodownik1, Mahsa Avadi4, David Horne4, Jonathan Thompson4, Eleftherios Tsiridis2, Mehran Moazen1.
Abstract
INTRODUCTION: Our understanding of the impact of the stem fixation method in total hip arthroplasty (THA) on the subsequent management of periprosthetic femoral fractures (PFF) is still limited. This study aimed to investigate and quantify the effect of the stem fixation method, i.e., cemented vs. uncemented THA, on the management of Vancouver Type B1 periprosthetic femoral fractures with the same plate.Entities:
Keywords: Biomechanics; Cemented; Periprosthetic femoral fracture (PFF); Total hip arthroplasty (THA); Uncemented
Year: 2022 PMID: 34989673 PMCID: PMC8734436 DOI: 10.1051/sicotj/2021064
Source DB: PubMed Journal: SICOT J ISSN: 2426-8887
Figure 1Overview of the study. Experimental setup of total hip replacement (A) and periprosthetic femoral fracture fixation (B). S1–S2 highlight strain gauge attachment site on the stem, B1–B5 highlight strain gauge attachment site on the bone, and P1–P3 highlight strain gauge attachment site on the fracture plate.
Figure 2Comparison of stiffness between Cemented and Uncemented specimens based on the overall average in THA group (A) and PFF group (B). *denotes statistical difference between the two variables (P < 0.05).
Figure 3Summary of the strain measurements taken from strain gauges on different locations of the construct under a 500 N axial load in THA cemented vs. uncemented constructs (A) and in cemented and uncemented PFF fixation constructs (B). *Highlights statistical difference between corresponding groups (P < 0.05).
Figure 4Comparison between the pattern of minimum principal strain across the medial side of the bone, between the uncemented and cemented group at 500 N axial load.
Figure 5Comparison between the pattern of maximum principal strain across the fracture plate at site of fracture, between the uncemented and cemented group at 500 N axial load.
Figure 6Fracture movement data for cemented and uncemented constructs. Measurements were taken at the fracture site on the medial side of the construct.