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在丙烯酸骨水泥裂纹形成的有限元模拟中防止网格依赖性损伤扩展

Prevention of mesh-dependent damage growth in finite element simulations of crack formation in acrylic bone cement.

作者信息

Stolk J, Verdonschot N, Mann K A, Huiskes R

机构信息

Orthopaedic Research Laboratory, University Medical Center Nijmegen, P.O. Box 9101, 6500 HB Nijmegen, The Netherlands.

出版信息

J Biomech. 2003 Jun;36(6):861-71. doi: 10.1016/s0021-9290(03)00003-4.

Abstract

Peak stress levels predicted in finite element analysis (FEA) usually depend on mesh density, due to singular points in the model. In an earlier study, an FEA algorithm was developed to simulate the damage accumulation process in the cement mantle around total hip replacement (THR) implants. It allows cement crack formation to be predicted, as a function of the local cement stress levels. As the simulation is driven by mesh-dependent peak stresses, predicted crack formation rates are also likely to be mesh dependent. The aim of this study was to evaluate the mesh dependence of the predicted crack formation process, and to present a method to reduce the mesh dependence. Crack-propagation experiments were simulated. Experimental specimens, representing transverse slices of cemented THR reconstructions, were subjected to cyclic torsional loading. Crack development around the corners of the stem was monitored. The experiments were simulated using three meshes with increasing levels of mesh refinement. Crack locations and orientations were accurately predicted, and were virtually independent of the level of mesh refinement. However, the experimental crack propagation rates were overestimated considerably, increasing with mesh refinement. To eliminate the effect of stress singularities around the corners of the stem, a stress averaging algorithm was applied in the simulation. This algorithm redistributed the stresses by weighted spatial averaging. When damage accumulation was computed based on averaged stresses, the crack propagation rates predicted were independent of the level of mesh refinement. The critical distance, a parameter governing the effect of the averaging algorithm, was optimized such that the predicted crack propagation rates accurately corresponded to the experimental ones. These results are important for the validity and standardization of pre-clinical testing methods for orthopaedic implants.

摘要

有限元分析(FEA)中预测的峰值应力水平通常取决于网格密度,这是由于模型中的奇点所致。在早期的一项研究中,开发了一种有限元分析算法来模拟全髋关节置换(THR)植入物周围水泥套中的损伤累积过程。它可以根据局部水泥应力水平预测水泥裂纹的形成。由于模拟是由与网格相关的峰值应力驱动的,因此预测的裂纹形成速率也可能与网格相关。本研究的目的是评估预测裂纹形成过程的网格依赖性,并提出一种降低网格依赖性的方法。对裂纹扩展实验进行了模拟。代表骨水泥型THR重建横向切片的实验标本承受循环扭转载荷。监测柄部拐角周围的裂纹发展。使用三种网格细化程度不断提高的网格对实验进行了模拟。裂纹的位置和方向得到了准确预测,并且实际上与网格细化程度无关。然而,实验裂纹扩展速率被大大高估,并且随着网格细化而增加。为了消除柄部拐角周围应力奇异性的影响,在模拟中应用了应力平均算法。该算法通过加权空间平均重新分布应力。当基于平均应力计算损伤累积时,预测的裂纹扩展速率与网格细化程度无关。控制平均算法效果的参数临界距离经过优化,使得预测的裂纹扩展速率与实验结果准确对应。这些结果对于骨科植入物临床前测试方法的有效性和标准化具有重要意义。

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