Medical Innovation Center, The First Affiliated Hospital of Nanchang University, Nanchang 330006, PR China; Department of Orthopedics, The First Affiliated Hospital of Nanchang University, Nanchang 330006, PR China.
Medical Innovation Center, The First Affiliated Hospital of Nanchang University, Nanchang 330006, PR China; Department of Orthopedics, The First Affiliated Hospital of Nanchang University, Nanchang 330006, PR China.
Orthop Traumatol Surg Res. 2022 Dec;108(8):103408. doi: 10.1016/j.otsr.2022.103408. Epub 2022 Sep 16.
The presence of screw tunnels in the femoral neck is a problem for patients with proximal femoral fractures after removal of internal fixation. The question of how much does the existence of the screw tunnels affect the strength of the femur and whether the patient needs to be protected with an adjunctive device has been controversial. The objective of this finite element analysis was to determine (1) whether the screw tunnels affects normal weight bearing after removal of internal fixation of a proximal femur fracture, (2) which screw tunnels parameters affect the weight bearing capacity of the entire femur.
The presence of the screw tunnels reduces the load-bearing capacity of the femur, and the arrangement, diameter and wall thickness of the screw tunnels affect the load-bearing capacity of the femur.
Twenty patients who underwent surgical treatment for proximal femur fracture at our hospital were included in the study. Computed tomography (CT) values of the screw tunnel wall in the femur after removal of internal fixations were analysed. Mimics v16.0 and Hypermesh v13.0 software programs were used to generate 3-dimensional (3D) tetrahedral finite element models of the proximal femur with different screw tunnel numbers, diameters, thicknesses, and arrangements. An acetabulum exerting a vertical pressure load of 600N on the femoral head was simulated and the force on various parts of the femur in each model was calculated.
There was no difference in the Hounsfield Units of the tunnel walls and cortical bone of the proximal femur (893.48±61.28 vs. 926.34±58.43; p=0.091). In each of the 3D models, the cancellous bone was the first structure to reach maximal stress. The compressive strength of the femur decreased with increasing thickness of the screw tunnel wall and decreased with increasing tunnel diameter. The femoral neck model with the inverted triangle screw tunnel arrangement had the highest compressive strength.
The femoral neck with screw tunnels can withstand day-to-day stress without special intervention. For femoral neck fractures fixed with cannulated screws, inverted triangle screws are recommended; For a single screw tunnel in the femoral neck, the larger the diameter of the femoral neck internal screw channel, the weaker the load-bearing capacity of the femur.
III; well-designed computational non-experimental study.
股骨颈内存在螺钉隧道是股骨近端骨折内固定取出后患者的一个问题。螺钉隧道的存在会在多大程度上影响股骨的强度,以及患者是否需要辅助器械保护,这一直存在争议。本有限元分析的目的是确定:(1)股骨近端骨折内固定取出后,螺钉隧道是否会影响正常承重;(2)哪些螺钉隧道参数会影响整个股骨的承重能力。
螺钉隧道的存在会降低股骨的承重能力,并且螺钉隧道的排列、直径和壁厚会影响股骨的承重能力。
纳入我院收治的 20 例股骨近端骨折患者。分析内固定取出后股骨螺钉隧道壁的 CT 值。采用 Mimics v16.0 和 Hypermesh v13.0 软件程序,对不同螺钉隧道数量、直径、厚度和排列的股骨近端生成三维(3D)四面体有限元模型。模拟髋臼对股骨头施加 600N 的垂直压力载荷,并计算每个模型中股骨各部分的受力。
股骨近端隧道壁和皮质骨的 Hounsfield 单位无差异(893.48±61.28 比 926.34±58.43;p=0.091)。在每个 3D 模型中,松质骨首先达到最大应力。随着螺钉隧道壁厚的增加,股骨的抗压强度降低;随着隧道直径的增加,股骨的抗压强度降低。倒三角螺钉隧道排列的股骨颈模型具有最高的抗压强度。
带螺钉隧道的股骨颈在没有特殊干预的情况下可以承受日常的压力。对于经空心螺钉固定的股骨颈骨折,建议使用倒三角螺钉;对于股骨颈内单个螺钉隧道,股骨颈内螺钉通道的直径越大,股骨的承重能力越弱。
III;设计良好的计算非实验研究。