首页> 外文期刊>Acta Veterinaria Brno >Mathematical model of mechanical testing of bone-implant (4.5 mm LCP) construct.
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Mathematical model of mechanical testing of bone-implant (4.5 mm LCP) construct.

机译:骨植入物(4.5 mm LCP)构造物力学测试的数学模型。

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The study deals with the possibility of substituting time- and material-demanding mechanical testing of a bone defect fixation by mathematical modelling. Based on the mechanical model, a mathematical model of bone-implant construct stabilizing experimental segmental femoral bone defect (segmental ostectomy) in a miniature pig ex vivo model using 4.5 mm titanium LCP was created. It was subsequently computer-loaded by forces acting parallel to the long axis of the construct. By the effect of the acting forces the displacement vector sum of individual construct points occurred. The greatest displacement was noted in the end segments of the bone in close proximity to ostectomy and in the area of the empty central plate hole (without screw) at the level of the segmental bone defect. By studying the equivalent von Mises stress sigma EQVon LCP as part of the tested construct we found that the greatest changes of stress occur in the place of the empty central plate hole. The distribution of this strain was relatively symmetrical along both sides of the hole. The exceeding of the yield stress value and irreversible plastic deformations in this segment of LCP occurred at the acting of the force of 360 N. These findings are in line with the character of damage of the same construct loaded during its mechanic testing. We succeeded in creating a mathematical model of the bone-implant construct which may be further used for computer modelling of real loading of similar constructs chosen for fixation of bone defects in both experimental and clinical practice.
机译:这项研究通过数学建模来解决用时间和材料要求对骨缺损固定进行机械测试的可能性。基于力学模型,建立了使用4.5 mm钛LCP的微型猪离体模型中稳定实验性股骨段缺损(分段骨切除术)的骨植入物构造的数学模型。随后通过平行于结构的长轴作用的力将其加载到计算机上。通过作用力的作用,出现了各个构造点的位移矢量和。在靠近骨切除术的骨头的末端部分和节段性骨缺损处的空的中央板孔区域(无螺钉)的区域中,注意到最大的位移。通过研究LCP上等效的von Mises应力总和 EQV 作为测试结构的一部分,我们发现应力的最大变化发生在空的中心板孔处。该应变的分布沿孔的两侧相对对称。在LCP的这一段中,在360 N的力作用下超过了屈服应力值并发生了不可逆的塑性变形。这些发现与在其机械测试过程中加载的同一构造物的损坏特征相符​​。我们成功地创建了骨植入物构建体的数学模型,该模型可进一步用于计算机模拟实际构建的相似构建体,这些相似的构建体被选择用于固定实验和临床实践中的骨缺损。

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