Seide K, Zierold W, Wolter D, Kortmann H R
Chirurgische Abteilung, Allgemeines Krankenhaus Heidberg Hamburg.
Unfallchirurg. 1990 Dec;93(12):552-8.
In a finite element model of a human femur with an attached stainless steel six-hole plate exposed to a load equivalent to that set up by standing on one leg, pressures on the face of the screw holes, bending stresses in the screws, and axial bone stresses in the mid-plate transverse section were determined. The calculations were performed for minor thread diameters of 3 mm, 5 mm and 8 mm. Further calculations were done assuming a fixator-like rigid screw-plate connection. As a model of a fracture a medial bone defect was chosen. The results show a definitive influence of the screw diameter and the screw-plate connection on the load distribution in the system. Increasing screw diameter makes for lower bone stresses combined with increased bending stability, a larger part of the load being carried by the plate. The rigid screw-plate connection (plate fixator) causes less bone stresses, but high bending stresses are set up the points of screw-plate fixation. Maximal stresses for screw and bone are found at the end of the plate, caused by the large difference in the E-module between the steel plate and the bone. End-plate bone and screws are loaded in excess of their material limits when 3 mm core diameters are used, and sometimes when 5 mm core diameters are used, under the assumed conditions. When a medial bone defect reducing the bone cross-sectional area by 44% is present, the loads on the inner screws increase by a factor of 3 and the loads of the distant screws, by a factor of only 1.3. The maximal pressure in the bone cross section increases 4-fold.
在一个附着有不锈钢六孔钢板的人体股骨有限元模型中,施加相当于单腿站立时产生的载荷,测定了螺孔表面的压力、螺钉中的弯曲应力以及钢板中间横截面处的轴向骨应力。针对3毫米、5毫米和8毫米的小径螺纹进行了计算。还假设螺钉 - 钢板连接类似固定器那样刚性,进行了进一步计算。选择内侧骨缺损作为骨折模型。结果表明,螺钉直径和螺钉 - 钢板连接对系统中的载荷分布有决定性影响。增大螺钉直径会使骨应力降低,同时弯曲稳定性增加,钢板承担的载荷比例更大。刚性螺钉 - 钢板连接(钢板固定器)会使骨应力减小,但在螺钉 - 钢板固定点处会产生高弯曲应力。由于钢板和骨之间弹性模量差异大,在钢板末端发现螺钉和骨的最大应力。在假定条件下,当使用3毫米芯径时,有时使用5毫米芯径时,端板处的骨和螺钉所承受的载荷超过其材料极限。当存在使骨横截面积减小44%的内侧骨缺损时,内侧螺钉上的载荷增加3倍,而远处螺钉的载荷仅增加1.3倍。骨横截面中的最大压力增加4倍。