Effect of Plate Type and Working Length on a Synthetic Compressed Juxta-Articular Fracture Model

VCOT Open Pub Date : 2020-07-01 DOI:10.1055/s-0040-1716722
Guy Bird, M. Glyde, G. Hosgood, A. Hayes, R. Day
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引用次数: 2

Abstract

Abstract Objective This investigation compared the biomechanical properties of a 2.0 mm locking compression notched head T-plate (NHTP) and 2.0 mm straight locking compression plate (LCP), in a compressed, short, juxta-articular fragment fracture model. Methods Two different screw configurations were compared for the NHTP and LCP, modelling short (configuration 1) and long working length (configuration 2). Constructs were tested in compression, perpendicular and tension four-point bending and torsion. Plate surface strain was measured at 12 regions of interest using three-dimensional digital image correlation. Stiffness and strain were compared. Results The LCP was stiffer than the NHTP in all three planes of bending (p < 0.05). The NHTP was stiffer than the LCP in torsion (p < 0.05). The NHTP had greater strain than the LCP during compression bending and torsion (p < 0.0005). The short working length NHTP was stiffer in all three planes of bending and in torsion (p < 0.05) than the longer working length. The short working length LCP was stiffer in compression bending and in torsion (p < 0.05) than the longer working length. The long working length showed greater strain than the short working length at multiple regions of interest. Conclusion In this experimental model of a compressed transverse fracture with a juxta-articular 9 mm fragment, a 2.0 mm LCP with two hybrid screws in the short fragment was stiffer than a 2.0 mm NHTP with three locking screws in the short fragment in three planes of bending but not torsion. Extending the working length of each construct reduced construct stiffness and increased plate strain.
钢板类型和工作长度对合成压缩关节旁骨折模型的影响
摘要目的比较2.0 mm锁定压缩缺口头t型钢板(NHTP)和2.0 mm直锁定压缩钢板(LCP)在压缩短关节旁碎片骨折模型中的生物力学性能。方法比较NHTP和LCP两种不同的螺钉配置,即造型短(配置1)和工作长(配置2),并对结构体进行压缩、垂直和拉伸四点弯曲和扭转试验。利用三维数字图像相关技术测量了12个感兴趣区域的板表面应变。比较了刚度和应变。结果LCP在三个弯曲面均比NHTP更硬(p < 0.05)。NHTP比LCP扭转刚度大(p < 0.05)。NHTP在压缩弯曲和扭转过程中的应变大于LCP (p < 0.0005)。短工作长度NHTP在弯曲和扭转三个平面上的刚度均高于长工作长度NHTP (p < 0.05)。短工作长度的LCP在压缩弯曲和扭转方面比长工作长度的LCP更硬(p < 0.05)。在多个感兴趣的区域,长工作长度比短工作长度表现出更大的应变。结论在本实验模型中,2枚混合螺钉固定短碎片的2.0 mm LCP比3枚锁定螺钉固定短碎片的2.0 mm NHTP在3个弯曲面而非扭转面具有更强的刚度。延长每个结构的工作长度降低了结构刚度,增加了板应变。
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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