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Correlation of Shear to Compression for Progressive Fracture Obliquity

机译:渐进性骨折倾斜度与剪切力的相关性

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摘要

The accompanying shear force at the point of bone opposition is an important factor inherent to tibial fracture stability during axial loading. We determined at which angle of fracture obliquity shearing becomes a dominant force after stabilization with circular external fixation, and how modifications to the external fixator can reduce this effect. We constructed tibial fracture models with a successively increasing fracture angle obliquely (from 0° to 60°) to determine the stability in the classic Ilizarov frame and subsequent frame modifications during axial loading (maximum, 1000 N). Stability was determined by measuring the fracture line displacement for each fracture obliquity model after an applied axial load. Fracture line displacement was recorded as coordinate component changes as measured by an ultrasonic digitizer. We defined construct stability as less than 2 mm of fracture line migration with loading. More than 3500 data points were collected for this study. The classic Ilizarov construct successfully stabilized fractures with up to 30° of fracture obliquity, after which divergent instability occurs. The addition of proximal and distal perpendicular half-pins provides little benefit. Arced wires provided stability up to 40° fracture obliquity. A formal steerage pin construct provided stability for all fracture models (up to 60° of fracture obliquity) with all applied loads (up to 1000-N axial load).
机译:骨相对点处伴随的剪切力是轴向载荷过程中胫骨骨折稳定性固有的重要因素。我们确定了圆形外固定稳定后,在哪个倾斜角度斜切变剪切力成为主导力,以及如何修改外固定器可以减少这种影响。我们构建了胫骨骨折模型,并逐渐增加了骨折角度(从0°到60°),以确定经典Ilizarov框架的稳定性以及随后在轴向载荷(最大1000N)下的框架修改。通过在施加轴向载荷后测量每个裂缝倾角模型的裂缝线位移来确定稳定性。记录断裂线位移作为由超声数字化仪测量的坐标分量变化。我们将构造物的稳定性定义为在荷载作用下小于2mm的断裂线偏移。这项研究收集了3500多个数据点。经典的Ilizarov构造成功地稳定了裂缝倾角高达30°的裂缝,此后发生了不稳定性。增加近端和远端垂直半销几乎没有好处。电弧线可提供高达40°的断裂倾角稳定性。正式的转向销构造可在所有施加的载荷(最大1000-N轴向载荷)下为所有断裂模型(断裂倾角最大60°)提供稳定性。

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