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经前外侧腓骨头上方入路治疗胫骨平台骨折的新型钢板的生物力学和有限元分析研究。

The study of biomechanics and finite element analysis on a novel plate for tibial plateau fractures via anterolateral supra-fibular-head approach.

机构信息

Department of Orthopedics, Hong Hui Hospital, Xi'an Jiaotong University, Xi'an, 710054, Shaanxi, China.

出版信息

Sci Rep. 2023 Aug 19;13(1):13516. doi: 10.1038/s41598-023-40842-x.

Abstract

For Schatzker type II split-depressed tibial plateau fractures involving the fractures of anterolateral and posterolateral columns (APC), the optimal fixation scheme is controversial. The objectives of this study were: (1) to introduce a newly designed plate for treating APC fractures via biomechanical tests and finite element analysis (FEA), and (2) to compare it with two conventional fixation methods. APC fracture models were created and randomly assigned to three groups (Groups A-C). Group A was fixed with a 3.5-mm lateral locking plate, Group B was fixed with a 3.5-mm lateral locking plate and two 3.5-mm cannulated screws (hybrid fixation). Group C was fixed with the newly designed plate. It is an arched locking plate for fixing the lateral tibial plateau via the anterolateral supra-fibular-head approach. Each fracture model experienced a gradually increasing axial compressive load ranging from 250 to 750 N using a customized indenter. Biomechanical analysis demonstrated that the newly designed plate showed the minimum displacement among the three methods, followed by the hybrid fixation method. Conversely, the 3.5-mm lateral locking plate displayed the maximum displacement in APC fractures (p < 0.05). FEA results indicated that at 750 N, the maximum displacements for Groups A-C were measured as 3.06 mm, 2.74 mm, and 2.08 mm, respectively. Moreover, the maximum stresses recorded for the implant in Groups A-C at 750 N were 208.32 MPa, 299.59 MPa, and 143.26 MPa, while for the bone, they were 47.12 MPa, 74.36 MPa, and 40.01 MPa. The overall trends at 250 N and 500 N were consistent with those observed at 750 N. In conclusion, due to good biomechanical performance and FEA results, the newly designed plate represents a promising choice for managing APC fractures of the tibial plateau.

摘要

对于涉及前外侧柱和后外侧柱(APC)骨折的 Schatzker II 型劈裂塌陷胫骨平台骨折,最佳固定方案存在争议。本研究的目的是:(1)通过生物力学测试和有限元分析(FEA)引入一种新设计的钢板治疗 APC 骨折,(2)并与两种传统固定方法进行比较。创建 APC 骨折模型并随机分为三组(A、B 和 C 组)。A 组用 3.5mm 外侧锁定钢板固定,B 组用 3.5mm 外侧锁定钢板和 2 枚 3.5mm 空心螺钉(混合固定)固定,C 组用新设计的钢板固定。这是一种拱形锁定钢板,通过前外侧腓骨头上方入路固定外侧胫骨平台。每个骨折模型均通过定制的压头逐渐增加从 250 到 750N 的轴向压缩载荷。生物力学分析表明,在三种方法中,新设计的钢板显示出最小的位移,其次是混合固定方法。相反,3.5mm 外侧锁定钢板在 APC 骨折中显示出最大的位移(p<0.05)。FEA 结果表明,在 750N 时,三组的最大位移分别为 3.06mm、2.74mm 和 2.08mm。此外,在 750N 时,A、B、C 组中植入物的最大应力分别为 208.32MPa、299.59MPa 和 143.26MPa,而骨骼的最大应力分别为 47.12MPa、74.36MPa 和 40.01MPa。250N 和 500N 时的总体趋势与 750N 时的趋势一致。总之,由于良好的生物力学性能和 FEA 结果,新设计的钢板是治疗胫骨平台 APC 骨折的一种有前途的选择。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/0dd4/10439883/6d9029e6ea94/41598_2023_40842_Fig1_HTML.jpg

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