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肱骨远端骨折中钢板构型的生物力学比较

A biomechanical comparison of plate configuration in distal humerus fractures.

作者信息

Arnander Magnus W T, Reeves Alexander, MacLeod Iain A R, Pinto Thomas M, Khaleel Arshad

机构信息

Rowley Bristow Orthopaedic Unit, St Peter's Hospital, Chertsey, Surrey, UK.

出版信息

J Orthop Trauma. 2008 May-Jun;22(5):332-6. doi: 10.1097/BOT.0b013e31816edbce.

Abstract

OBJECTIVES

Our aim was to test the hypothesis that two plates placed parallel to each other are stronger and stiffer than plates placed perpendicular to each other for fixation of a distal humerus fracture model.

METHODS

We created an artificial distal humeral fracture model by osteotomizing two groups of identical epoxy resin humera. Screw and plate constructs were built to mimic osteosynthesis. In the first group, 3.5-mm reconstruction plates were placed parallel to each other along each of the medial and lateral supracondylar ridges. In the second group, 3.5-mm reconstruction plates were placed perpendicular to each other with a medial supracondylar ridge plate and a posterolateral plate. Stiffness and strength data of the two constructs were obtained by testing to failure with sagittal plane bending forces.

RESULTS

The parallel plate group (n = 7) had a mean stiffness of 214.9 +/- 43.3 N/mm and a mean strength of 304.4 +/- 63.5 N. The perpendicular plate group (n = 8) had a mean stiffness of 138.3 +/- 44.6 N/mm and a mean strength of 214.9 +/- 43.3 N. These differences were significant (Student's t test, P < 0.05).

CONCLUSIONS

As theoretically expected, a parallel plate configuration is significantly stronger and stiffer than a perpendicular plate configuration when subjected to sagittal bending forces in a distal humerus fracture model.

摘要

目的

我们的目的是验证以下假设:对于肱骨远端骨折模型的固定,相互平行放置的两块钢板比相互垂直放置的钢板更强且更具刚性。

方法

我们通过将两组相同的环氧树脂肱骨进行截骨,创建了一个人工肱骨远端骨折模型。构建螺钉和钢板结构以模拟骨固定术。在第一组中,3.5毫米重建钢板沿着内侧和外侧髁上嵴彼此平行放置。在第二组中,一个内侧髁上嵴钢板和一个后外侧钢板相互垂直放置。通过在矢状面弯曲力作用下测试至破坏来获得两种结构的刚度和强度数据。

结果

平行钢板组(n = 7)的平均刚度为214.9 +/- 43.3 N/mm,平均强度为304.4 +/- 63.5 N。垂直钢板组(n = 8)的平均刚度为138.3 +/- 44.6 N/mm,平均强度为214.9 +/- 43.3 N。这些差异具有统计学意义(Student's t检验,P < 0.05)。

结论

正如理论预期的那样,在肱骨远端骨折模型中,当受到矢状面弯曲力时,平行钢板结构比垂直钢板结构明显更强且更具刚性。

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