Stacked 1/3 Tubular Plates for Fixation of Pediatric Forearm Fractures: A Biomechanical Study

B. Cooper, Alexander Wendling, Sharon R Isaacs-Pullins, J. White, S. Hollenbeck
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引用次数: 1

Abstract

Introduction Among operatively treated pediatric forearm fractures, many different fixation constructs are described. The goal of this study was to define the biomechanical properties of a double stacked 1/3 tubular plate construct used by the senior author for some fractures and to review available literature regarding the use of stacked plates. Methods Biomechanical testing was performed by 4-point bending of three different plate constructs: 1/3 tubular plate, stacked 1/3 tubular plates, and 2.7 mm LC-DCP plate. Five test specimens were evaluated for each of the three plate constructs. From stress-strain curves, flexural stiffness (N/mm), force to cause plastic deformation (N), and force to cause 10° bend (N) were calculated and compared using standard t-test statistics. Results Key outcome parameter means (± SD) for the three plate constructs (1/3 tubular plate, stacked 1/3 tubular plates, and 2.7 mm LC-DCP plate) were reported respectively as follows: flexural stiffness (55.4 ± 3.5 N/mm, 131.7 ± 3.5 N/mm, 113.3 ± 12.1 N/mm), force to cause plastic deformation (113.6 ± 11.0 N, 242.1 ± 13.0 N, 192.2 ± 17.9 N), and force to cause a 10° bend (140.0 ± 8.4 N, 299.4 ± 14.1 N, 265.5 ± 21.2 N). Mean values of all three measures were significantly larger for the stacked 1/3 tubular plates than for the other plate constructs. Conclusions The stacked 1/3 tubular plate construct was biomechanically superior to the other plate constructs tested. Stacked plating significantly improved stiffness of the fracture fixation construct supporting the use of this technique in selected trauma cases.
堆叠1/3管状钢板固定儿童前臂骨折:生物力学研究
引言在手术治疗的儿童前臂骨折中,描述了许多不同的固定结构。本研究的目的是确定资深作者用于某些骨折的双层1/3管状钢板结构的生物力学特性,并回顾有关堆叠钢板使用的现有文献。方法对三种不同的钢板结构进行4点弯曲生物力学测试:1/3管状钢板、堆叠的1/3管状钢板和2.7mm LC-DCP钢板。对三种平板结构中的每一种进行了五个试样的评估。根据应力-应变曲线,计算弯曲刚度(N/mm)、引起塑性变形的力(N)和引起10°弯曲的力(N),并使用标准t检验统计量进行比较。结果三种钢板结构(1/3管状钢板、堆叠的1/3管状钢板和2.7mm LC-DCP钢板)的关键结果参数平均值(±SD)分别为:弯曲刚度(55.4±3.5N/mm、131.7±3.5N/mm2、113.3±12.1N/mm)、引起塑性变形的力(113.6±11.0N、242.1±13.0N、192.2±17.9N),并施加力使其弯曲10°(140.0±8.4 N、299.4±14.1 N、265.5±21.2 N)。堆叠的1/3管状板的所有三种测量的平均值都明显大于其他板结构。结论堆叠的1/3管状钢板结构在生物力学方面优于其他测试的钢板结构。堆叠式钢板显著提高了骨折固定结构的硬度,支持在选定的创伤病例中使用该技术。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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